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SDP201800007 Plan - Submittal (First) Initial Site Plan 2018-02-20
GENERAL NOTE'S OWIVERIDEVELOPER: NEIGHBORHOOD INVESTMENTS NP, LLC CIO RICHARD SPURZEM 810 CATALPA COURT CHARLOTTESVILLE, VA 22903 (434) 923-8900 ENGINEER. • COLLINS ENGINEERING 200 GARRETT ST, SU17£ K CHARLOTTESVILLE, VA 22902 (434)293-3719 PRELIMINARY PLAT APPROVAL: APRIL 24, 2009 NORTHWEST TAX MAP NO: 03200-00-00-022KO DB ,3929 PG 052 TOTAL PROJECT AREA: 39.99 ACRES TOTAL ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL (ZMA-2000-00009 & 2MA-2013-00014) & ENTRANCE CORRIDOR OVERLAY DISTRICT, MANAGED AND PRESERVED STEEP SLOPES OVERLAY DISTRICT, FLOOD HAZARD OVERLAY DISTRICT AND AIRPORT IMPACT AREA OVERLAY DISTRICT SPECIAL USE PERMITS SP -2006-034: MARCH 13, 2007 SPECIAL USE PERMIT TO ALLOW FILL IN THE FLOODPLAIN OF FLAT BRANCH CREEK FOR THE PROPOSED LEW1S AND CLARK DRIVE EXTENSION, REQUIRING COUNTY AND VDOT APPROVAL OF THE ROADWAY AND CULVERT DESIGN. ALSO REQUIRED ARE FEMA APPROVAL OF THE CROSSING AND A COUNTY APPROVED ESC PLAN AND M177GA770N PLAN, SPECIFIC LANDSCAPING REQUIREMENTS, AND WALL DESIGN DETAILS SP -2002-72: AUGUST 23, 2006 SPECIAL USE PERMIT TO REZONE 1HE PROPERTY FROM RA TO PD -MC PLANNED DEVELOPMENT MIXED COMMERCIAL SPECIFYING THE TYPE OF UN175, PHASING, CONSERVATION AREAS, OPEN SPACE, GREENWAYS AND ACCES% LANDSCAPING ROADWAY COIVNEC77ONS AND GRADING, U77LITY; AND DRAINAGE RES7R1C770NS. COMP PLAN LAND USE DESICNA77ON: (HOLLYMEAD - PLACES 29) URBAN DENSITY RESIDENTIAL TOPO & SURVEY- SURVEY PROVIDED BY W&W ASSOCIA TES, INC DATED APRIL 25, 2007. SUPPLEMENTAL SURVEY BY W&W ASSOCIATES, INC DATED NOVEMBER 4, 2009 TOPOGRAPHY IS AERIAL SURVEY PERFORMED BY VIRGINIA RESOURCE MAPPING DATED DECEMBER 2, 2005. TOPO FIELD VERIFIED BY COLLINS ENGINEERING IN NOVEMBER 2017. DATUM: NAD83, NA IAD 88 USES. EXIS77NG - UNDEVELOPED AND RESIDEN77AL, PROPOSED - 184 MULTI -FAMILY RESIDEN77AL TOWNHOMES WATER SUPPLY PR07EC77ON AREA: NIA WATER RESOURCE AREA: DEVELOPMENT AREA - COMMUNITY PROPOSED DENSITY- 184 UNITS / 39.99 ACRES = 4;60 DUTAC GREENWAY DEDICATION: 16.23 ACRES TOTAL (6.68 ACRES OUTSIDE OF FLOODPLAIN) TREE PRESERVATION: 18.75 ACRES I (39.99 AC TOTAL) =46.9• BUILDING HEIGHTS. MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET r SETBACKS: FRONT B' MIN.; GARAGE DOORWAY 18' MAX. 50' SIDE: 6' MIN. NO MAX.; REAR: 10' MIN. NO MAX. SUBDIVISION STREETS: CURB & GUTTER WATERSHED: NORTH FORK RIVANNA BELOW WATER INTAKE - THIS LAND IS NOT WITHIN A WATER SUPPLY WATERSHED AGRICUL7URALI FORESTAL DISTRICT- NONE EXIS77NO VEGETATION: WOODED LIGHTING, • - NO S17E IJGH77NG IS PROPOSED LANDSCAPING. A LANDSCAPING PLAN SHALL BE PROVIDED WITH THE FINAL S17E PLAN IN ACCORDANCE W17H ALBEMARLE COUNTY ORDINANCE SECTION 32 Z9. STREET TREES SHALL ALSO BE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40' ALONG THE ROADWAYS TRASH RECEPTACLES. EACH UNIT WILL HAVE THEIR OWN TRASH CAN WITH TRASH REMOVAL SERVICE ONCE A WEEK. PHASING: S17E MAY BE PHASED AS SHOWN. FINAL PHASE LIMITS TO BE DETERMINED WITH SUBDIVISION PLATTING. .ALL OPEN SPACE MUST BE A MINIMUM OF 25X OR GREATER FOR EACH PHASE OF THE DEVELOPMENT, DEVELOPMENT TO BE CONSTRUCTED BETWEEN 4 AND 6 PHASES PARKING REQUIRED: 2 PARKING SPACES PER UNIT f I GUEST SPACE FOR EACH 4 UNITS 2 X 184 UNITS = 368 184 UNITS 14 = 46 TOTAL PARKING SPACES REQUIRED = 414 PARKING PROVIDED: OFF-STREET PARKING .SPACES = 368 GUEST SPACES = 46 TOTAL PARKING SPACES PROVIDED = 409 STREAM BUFFERSIFLOODPLAIN. THE STREAM BUFFERS SHOWN HEREIN SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PR07EC77ON ORDINANCE. THIS 100 -YEAR FLOODPLAIN LIMITS EXIST ON THE SUBJECT PARCEL, PER FEMA MAP NUMBER 51003CO145D ADOPTED FEBRUARY 4, 2003 AN APPROVED CLOMR EXISTS FOR THE PROPERTY. THE PROPERTY 15 WTHIN A STATE DAM INUNDATION ZONE ALONG FLAT BJRANCH STREAM. RETAINING WALL& RETAINING WALLS ARE PROPOSED WITH THIS PLAN, SEE GRADING PLAN SHEETS 11 & 12 RECREATION: A MINIMUM OF 200 SF PER UNIT REQUIRED = 200 SF X 184 UNITS = 36,800 SF (0.85 ACRES) PASSIVE RECREA77ON GREEN WA Y PROVIDED = I Z 86 A CRSS AREAS: LOTS. • 8.20 AC. RIGHT-OF-WAY & ACCESS: 2.87 AC. TOTAL OPEN SPACE (INCLUDES GREENWAY & FLOODPLAIN): 15.98 23.95 AC. (59.9X) EXISTING RESIDENCE.- 2.43 AC. IMPERVIOUS AREAS. 430,817 SF (9.9 AC) TOTAL ROADS'%DRIVEWAYSIPARKING• 222,848 SF SIDEWALKS: 42,37J SF BUILDINGS: 161,446 SF EXIS77NG UNDISTURBED IMPERVIOUS AREAS. • 4,150 SF CRI71CAL ,SLOPES: MANAGED STEEP SLOPES AND PRESERVED STEEP SLOPES ARE EXIS77NG ON S17E AS SHOWN ON THE PLAN. IMPACTS TO STEEP SLOPES ARE CONSISTENT WI7H THOSE APPROVED BY THE PRELIMINARY PLAT BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVES77GA77ON OF THE SITE TRAFFIC ANALYSIS• SEE APPROVED 77A REPORT FOR NORTH POINTE DEVELOPMENT PARKING UNIT AND BUILDING ENVELOPE TABULATIONS NORTHWEST RESIDENTIAL AREA: NORTH POINTE RESIDENTIAL AREA PRELIM RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA TYP a wo--m-.00-o2w KipE.i)I CWNNIIY MURC, Zmxm RA RU- ,u_ws 3� BUILDING NQS. BUILDING TYPE NO. OF 11NIT S SO FT suiLoihG ENVELOPE NO. OF BEI3k0oms PER UNIT SPACES PEdUIRr-b PER UNIT GUEST SPACES REQUIRt 3 PER UNIT SPACES REQUIRED PER BUILDING GUEST SPACES REQUIRED PER BUILDING SPACES PROVIIJED, PERK UNIT SPACES GUEST PROVIDED BPAC58 PER BUILDING PROVIDED' 1 A 6 4,783 3 2 0.25 12 1.50 2 12 2 B 9 6,840 3 2 03,25 16 2.25 2 18 3 4 B 6M - 6 7 4,718 5,586 3 2 2 0.25 0.25 12 14 1.50 1.75 2 2 12 14 5 Q'+ 7 5,586 3 2 0.25 14 1.75 g 14 6 7 3 9 B C O A 5 4 4 6 11,090 3,192 3,192 9,912 3 3 2 2 2 2 0.26 0,25 0.25 6125 10 8 6 12 1:25 -100 1.00 1.507 2 2 ? 2 10 8 S 12 167 B 5 5;760 3 2 0.25 10 1.25 2 10 I1 B 5 3,990 3 2 67.25 1Q 1.25 2 94 12 B 4 3,192 3 2 11.25 8 1,00 2 8 13 A 5 3,990 3 2 4.25 10 1.25 2 10 14 C 7 5,586 3 2 01.25 14 1-75 2 14 15 15 17' B A B 5 5 8 5,760 5,760 6,050 3 3 3 2 2 2 026 0.25 _ 0.25 10 10 16 1.26 1.25 2.00 2 2 2 10 10 16 1€1 A 5 3, 996:9 3 1 2 0.25 10 1.2.5 2 10 19 A 5 3,9903 3 2 0,25 10 1.25 2 9di 20 B 7 5,586 3 _ 2 II.26 14 1.75 2 14. 21 A 5 5,760 3 2 0.25 10 1.25 2 10 B 7 5,814 3 2 0.25 14 1.75 2 14 23 A 5 3,990 3 2 0-25 10 1-25 2 10 24 5 A A 5 5 3,OS0 3,990 3 3 2 2 0.25 0.25 10 10 1.25 1.25 2 2 10 10 �T 26 m s 3 6,912 3 2 07.25 12 1.50 2 12 27 C 7 8, 004 3 2 0.25 14 1.75 2 14 28 B 5 3,800 3 2 0.25 10 1.25 2 10 -- 29 B 4 4,608 3 2 0.25 8 1.00 2 3 30 8 5 3,990 3 2 025 1 10 1.25 2 10 31 B 5 3,990 3 2 07.25 10 1.�5 2 10 32 33 B B 5 5 3,990 3,9901 3 3 2 2 0.25 1 025 10 10 - 1.25 1.25 2 2 10 10 TOTAL THIS PLAN 1#14 _ 1611 416 368 46 3611 46 CiTAL EXISTING '' FUTURE - 1 2 187 ROUTE 28 ENTRANCE IMPROVEMENTS [CURRENTLY UNDER REVIEW} i 0 „,. �-a,cn'ut� ..�,-1s�..n .� ei ,is,.sa �: s x�w: 4 tjz�. �'y 9L,.a�a �c �''>a cc.•eSLa �� '`t �a,.ziia�i. ;': 9 SHEET LAYOUT SCALE: 1" = 150' NOTES: Sheet Number 1. NORTHWEST RESIDENTIAL AREA CONSISTS OF: TOTAL'; 0 „,. �-a,cn'ut� ..�,-1s�..n .� ei ,is,.sa �: s x�w: 4 tjz�. �'y 9L,.a�a �c �''>a cc.•eSLa �� '`t �a,.ziia�i. ;': 9 SHEET LAYOUT SCALE: 1" = 150' NOTES: Sheet Number 1. NORTHWEST RESIDENTIAL AREA CONSISTS OF: TOTAL'; 1 EXISTING SINGLE-FAMILY DETACHED RESIDENTIAL UNIT NIAMMUM 184 NEW UNITS IN 33 MULTI -FAMILY BUILDINGS PROPOSED IN THIS PLAN 2 FUTURE SINGLE-FAMILY DETACHED RESIDENTIAL UNITS 893 2. THE GROSS RESULTING DENSITY OF UNITS AFTER THE FINAL 2 "FUTURE UNITS" IN THE NORTHWEST RESIDENTIAL 205 b AREA ARE DEVELOPED SHALL BE 187 UNITS / 39.99 ACRES = 4.676 UNITS/ACRE. THE DENSITY PRIOR TO THE 2 "FUTURE NORTHWEST RESIDENTIAL AREA UNITS" BUT INCLUDING THE ONE EXISTING UNIT SHALL BE 185 UNITS / 39.99 ACRES = 4.626 UMTS/ACRE. 0 3. BUILDING TYPE DESCRIPTIONS: ENEW ;�7Si1�lG I* 0 FUTURE 2 4 A - THREE STORY FRONT, TWO STORY BACK RETAINING WITH GARAGE B - TWO STORY FRONT AND BACK WITH GARAGE NOTES & DETAILS C - TWO STORY FRONT WITH GARAGE, THREE STORY BACK 21 COLLINS ENGINEERING IS NOT NOTES & DETAILS RESPONSIBLE OR LIABLE FOR ANY =2.43 AC. CONSTRUCTION OR DAMAGES TO RESIDENTIAL AREA LOTS THIS PROJECT PRIOR TO ALL FINAL 1 0 1 PLAN APPROVALS. =18.75 AC. M IM PLMNM W �g ME ALViNED OE'h1CPSE7JT YIXF➢ fbMiEA[IhL Yl.YQB AbtEB s NOTES: 1. * S/F IS SINGLE FAMILY 2. ** THE EXISTING S/F RESIDENTIAL UNIT IS NOT PART OF THE RESIDENTIAL UNIT COUNT FOR NORTH POINTE. AFFORDABLE UNIT COMPARISON TO NORTH POINTE ZMA: VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number SIF MULTI - DETACHED FAMILY OTHER TOTAL'; NORTH POINTE NIAMMUM N/A N/A NIA 893 -- MINIMUM 205 0 205 b 205 0 ,3 NIA J 184 j PREVIOUSLY PROVIDED NORTHWEST RESIDENTIAL AREA UTILITY PLAN 0 '184 0 1. l ENEW ;�7Si1�lG I* 0 FUTURE 2 4 0 1 *# 205 j 21 r REMAINDER NOTES & DETAILS 203 21 1 205 1 747 NOTES: 1. * S/F IS SINGLE FAMILY 2. ** THE EXISTING S/F RESIDENTIAL UNIT IS NOT PART OF THE RESIDENTIAL UNIT COUNT FOR NORTH POINTE. AFFORDABLE UNIT COMPARISON TO NORTH POINTE ZMA: VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 ZMA PROFFERS 3 ZMA PROFFERS 3A SPECIAL USE PERMITS 4 EXISTING CONDITIONS 5 LAYOUT PLAN 6 LAYOUT PLAN 7 UTILITY PLAN 8 UTILITY PLAN 9 GRADING, DRAINAGE, MITIGATION, & SWM PLAN 10 GRADING, DRAINAGE, MITIGATION, & SWM PLAN 11 NOTES & DETAILS 12 NOTES & DETAILS 13 NOTES & DETAILS 14 TOTAL SHEETS LEGEND: LEGEND iOT,AL FOR SALE i� 40' BUFFER LINE EXISTING CULVERT - ' - PEDESTRIAN TRAIL (DEDICATED TO PUBLIC USE LOCATION PER ZMA PLAN) y w y FLOOD PLAIN (TO BE DEDICATED TO COUNTY/PUBLIC USE) x.55 AC. 16 + + GREENWAY & TRAIL, AREA OUTSIDE OF FLOODPLAIN =6.68 AC. 104%' (EASEMENT TO BE DEDICATED TO COUNTY/PUBLIC USE) � A OPEN SPACE AREAS (DEDICATED TO THE HOA) =7.72 AC. BENCH MARK PUBLIC RIGHT OF WAY (TO BE DEDICATED TO VDOT) =3.08 AC. 0 PRIVATE ACCESS & MAINTENANCE EASEMENTS =2.43 AC. 0% 4 0% ...µ �, E EXISTING RESIDENCE TO REMAIN =2.43 AC. - - - - - RESIDENTIAL AREA LOTS =8.10 AC. 1 0 1 CONSERVATION AREA (FOR SWM QUALITY CREDIT) =18.75 AC. V90T STANDARD STOP SIGN (INCLUDES PORTIONS OF OPEN SPACE, FLOODPLAIN, & GREENWAY) ROADS LEGEND iOT,AL FOR SALE % FOR FOR RENT SALE =====L== EXISTING CULVERT ....... EARTH DITCH NORTH POINTE MINIMUM CUL VERT 12 16 40 100%i DROP INLET & S7RUC7BRE NO. 104%' DRIVEWAY CULVERT 100% A `I00% PREVIOUSLY PROVIDED BENCH MARK 0 CURB 0 0% 0 0% 4 0% CLEARING LIMITS 0% CURB & GUTTER - - - - - 0 1 0 1 0 1 PROPOSED PAVEMENT a V90T STANDARD STOP SIGN 4 EC -3A DITCH �.__._.._ 2"°---_ EXIS77NG CONTOUR REMAINDER 12 1 12 DEPTH OF EC -3A DITCH 1 40 1100%1,38 PROPOSED CONTOUR +5" 200 4 EC -2 DI TCH 240.55 PROPOSED SPOT ELEVA 77ON 04 f 7BC DENOTES TOPIBACK OF 6" DEPTH OF EC -2 DITCH CURB T11B DENOTES TOP OF w < BOX APPROVALS DATE DEPARTMENT OF COMMUNITY Y EV ELOP"MEN'r PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPA-I'MEN'F OF FIRE RESCUE ALBEMARLE LlJM1Jl l'T A SERVICE AUTHORITY__ VIRGINIA ISE F"ARI ENI' I-"I'PANSPOR"I"ATION HEA LT H DEPAI Ii~a11ENT SCOTT R. COLLINS�?, 7 Lac. No. 035791 Ao)l k ORAL E s~i U 2: � z lm� 00 2: U) V H Ln ,n i /LU H Uj ce FOR SALE IWIULTI- OTHER. SINGLE FAMILY FAMILY iOT,AL FOR SALE % FOR FOR RENT SALE % FOR RENT CAR.RIAGE HOUSES % TOTAL CARRIAGE, NUMBER HOUSE& TOTAL PERCENTAGE NORTH POINTE MINIMUM 12 12 16 40 100%i 66 104%' 4 100% 110 0 `I00% PREVIOUSLY PROVIDED 0 0 0 0 0% 0 0% 4 0% 0 0% NORTHWEST RESIDENTIAL AREA 0 0 1 0 1 0 1 0% 1 28 42°7 ! 4 0% 28 21% REMAINDER 12 1 12 1 15 1 40 1100%1,38 1 4.81 NIA 1 6.45 NIA 1.93 NIA 58% ' 4 100% 1 82 1 75% APPROVALS DATE DEPARTMENT OF COMMUNITY Y EV ELOP"MEN'r PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPA-I'MEN'F OF FIRE RESCUE ALBEMARLE LlJM1Jl l'T A SERVICE AUTHORITY__ VIRGINIA ISE F"ARI ENI' I-"I'PANSPOR"I"ATION HEA LT H DEPAI Ii~a11ENT SCOTT R. COLLINS�?, 7 Lac. No. 035791 Ao)l k ORAL E s~i U 2: � z lm� 00 2: U) V H Ln ,n i /LU H Uj ce NOTE: 28 AFFORDABLE HOUSING UNITS (PROFFER 8.2) WILL BE BUILT IN THE NORTHWEST RESIDENTIAL AREA OF THE OPEN SPACE TABULATIONS: NORTH POINTE DEVELOPMENT. OVERALL OPEN SPACE TO BE DEDICATED TO COUNTY OPEN SPACE OFFERED TO BE DEDICATED TO COUNTY OPEN SPACE HELD BY THE NEIGHBORHOOD ASSOCIATION OR OWNER OPEN SPACE TOTAL. FLOOD PLAIN GREENWAY &EITHER AREA PROFERRED INTERMITTENT STREAM 'BUFFER FAKE AND PERIMETER PARK COMMON UREAS TOTAL AC. AG, % AC. % AC. % AC. % AC. % AC, % NORTH POINTE. - 181:10 11.7601 6.00 11.490 6,344561016 6A5 3.66. 1,03 1.10 35.401 19.55 67.013 3T01 NORTHWEST RESIDENTIAL AREA 39.99 9.55 23.83 6.68 16.70 0.00 0,00 0.00 67.00 7.72 19.30 23.95 59.89 REMAINDER 141.11 2.210 NIA 1 4.81 NIA 1 6.45 NIA 1.93 NIA 27.68 NSA 43.08 NIA APPROVALS DATE DEPARTMENT OF COMMUNITY Y EV ELOP"MEN'r PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPA-I'MEN'F OF FIRE RESCUE ALBEMARLE LlJM1Jl l'T A SERVICE AUTHORITY__ VIRGINIA ISE F"ARI ENI' I-"I'PANSPOR"I"ATION HEA LT H DEPAI Ii~a11ENT SCOTT R. COLLINS�?, 7 Lac. No. 035791 Ao)l k ORAL E s~i U 2: � z lm� 00 2: U) V H Ln ,n i /LU H Uj ce ZCV5 Cy) F - 04 H v 0 i i ---II a - __j LLj>, GL LZ c 0 C 0 04 w < W p < o Ll 0L J w L CI �< I � C 0c 04 0 LU ,rte, ] i - S z 0 Uj 0 v { 5 o_ 0 C{ y y { (D S w LO o { LU � � s o� { �r z r LLQ 111 era L LLJ W C ii.0 - l C7 { z . --j L U o s Q S 7 1 CD C) x' s LLJ v { 0 c Uj ,r i v Uj �I U.. U) t { JOB NO. w ' 152116 a� Q SCALE ' AS SHOWN SHEET NO. zv v - AMENDED AND RESTATED PROFFER STATEMENT NEIGHBORHOOD INVESTMENTS - NP-, LLC � ORIGINAL REZONING APP.LICATION: 4ZMA-2000-009, SP -2002-72 I REZONING APPLICATION- #ZMA 2013-00014 I PERTAINI N'G TO TAX MAP AND PARCEI-a NUMBER 32-22k March 25, 2; 0 14 With respect to the property dcscribcd in rezoning application #ZMA-2000-009 � , an , , ,ci SP - 2002-72 (the ori 'ginal �'ZMA" '), CWH Properiles Linlited Partnership is the fee simple hodgerows, along the 1".ritrance Corridor frontage parecls owned by 0\vn.ei% The bufficr vvill I �__ consist of a ininimutin 40 -fool ivide continuous visual lanclss.-apt arca that shall be subject to Albernarle County Architectural Review Board ("ARB") revicw arid approval ('the "BulTer"), � The Buffer may be Iceirted partly oil t1ae Owner's property arld partly on VDOT propert�, In the event VDOT ;at ,,iuv flmi� 4 � � , I In tile fuLurc reduccs, an� Portion of the Buffer located oil VDOT property, dle Own er shaLl compensate for such redl-1011011 by c�:<tendlng the Buff�r on Owner's - . i Property In order to maintain a raininium. 40-fioot Buffer, even if such compensation sh,alt require dw rem,oval ot'parking ad.jac,Qut to such Buffer. ?.� - __ App.e.arance of Storm Water N1,111agerilent ("Swivl"J Facilities. The SWIM IV. STORNIWATER INIANACENIENT AND s-rREAM BEI) CONSERVATION 4.1 1 Flood Plaiii. The area or the 100 -year flood plai.n within the� Pro-ject shall reirlain. � I-IrldiStUrbed except f -or road crossings, pLibliC utility facilities and their cross�ing,, and p dest.6 n � _ - Q 's U arid biking _y traits, and only to the extent sueli exceptions ,,ire permitted by County oi,diri,arices a,,nd regulatiOrls, Upoll the request of tile County, Chvner shall provide a survey and prepare the . I ' neeessziry docurnentation and dedicate the hand witfaill slaclifl.00d ,)fail, L�) tile County, . The stormwaterlbest nianagernew practices 4.2 Storinwatei Management Plan, ("DNIP") plan for the Pro�jccl sliall Lie prepared. and all stormwater rilanailernent flacil ities for tile t, - Project shall be designed and constructed, to accorill-nodatc all current storniNvater dischkixge fron-1 I V. TRANSPORTATION 5.1 laterrial Street Construction Standards. � I Public streets., NN,,hich in. any event shail inchide at least Leake Road, North Pointe Boulevard, Northside Drive F"ast arid Northwest Pas&ipc� shall be (i) coilstructedin accord with the itlLlStratiVe in-bair design cross sections shown � I oil ShcQt D-1 to the Application Plan ("Shett D -l") and also in accordance %vub VDOT design -ds LL standar . pursu, tit to deialled plans ageed to bet,�,veefl Owner and VDOT, and, (ii) dedicated for b PlAblic use and oft -'erect for acceptance into the state highway systern. Trees (with. a maxinitinn spacing of fifty (50) feet)� ,_ . landscaping and sidewalks as shown (in Sheet D-1. shall be installed i and manitai lied by the 0�,vner in accordance with County or VD0T standards, 1-1111CSS VDOT or I I I the Countya-rces, in writing to a . - � SSU111C this Ire spoil sibi I ity, review and, when satisfactory, app!`OVal, -Subject also to the County's approval of private ' Streets Under the Subdivision Ordinance (Ch. 14 of the Albemarle County Code). Phasing. Tile Road Improvements shall be constructed and completed in three phascs as set forth below: (a) Phase I Road Im p rove wents, Prior to approval of the first commercial subdivision pla: t or site plan within the Pro�ject, 0%,-'nershall ubtain all associated permits and post all associated bonds required for the construction of the -following (collectively, the. "Ph � ase ,I Road. lrnprov�ni . ents`): racilities visible frorn the Entrance Corridor Identiftcd on the Applicatioii Plan (storr-riwater I owner and North Pointe CharlottesJ7111c, LIX is the contract purchaser of Tax %Nlap 32, I rnariagernent flicilities 1, 2, arid 10) -�Ihall be sho-vvri oil a pLin and bc subjject to ARE ro,,ic,w and Tax Map Parcel 0-12AO-02-00-004,00 ('Northwoocls Mobile Home Paric Developniciit) and frorn. -0 ::3 (1) Southernmost Entrance on U.S, Route 29: llarQcls2i)� 20A, 20AI, 20A2, 2OA3 and 291 (the "Nol-th Pain[e Property"), and Violet Hill I I approval. SWM I shall be designed such that its shapc, placcincrit, and Lirid, form (grad'ag, the existing, developments on the northeast arid northwest corners of Prollit Road arid U.S'. 5.2 Timing (if Completion for Internal Streets. Belbre issuance ofccYtIfIcatcs of 1_! - __ I ID > Associates, L.I_C. is the fee sin ' npleo�vnctof`Tax Map 32'. Parcels 23, 23,A_, 2313,773C, 233D, 23E', � �J transition betvveen the adjacent conservation ,area and the adjacent hard edge of tile parking lot Route 29, spec,ifically tile fullov,fing pttrcels shown on the c-urreril Albemarle County ta% inaps: ' occupancy, 0�vncr shall colfipl�Ae that segment of' an internat street as shown oil Sheet D-1 - (i) U -S- Route 29 Southbound - correction of tile vertical 23F� 2"3G, 2311 arid 21J (the ',Violet [fill Pi:operLy"), and Neighborhood Investments - INP4 LLC and buildings. The plan for SWM I shall be submitted it) the AR13 Nvith the first ARB � - , -1 . _� - ta:,,, rnap 32. parcels 18, 'SA, 39, and _30A. tax map 32A, parevIs 2-1, 2-1 A, 2 -JAL 2-1.13, 2 -IC vvithin tll(� Project which servQs the btiflding or residence for which a certifi-cate of occuparicy is curvature in the roadway just north of the ealvance. - . is the fee simple ownei- of 'Fax, Mali '02, Parcel 22K. (Parcels 22H and 22K have been cornbinecl submission for Building 14 or 19 identified oil Sheet B to the Application Plan ("Sheet B"), or and 2 -ID. The stortri,water management f4cilities shall initigatr .� the stornvivater quality and sought %vith at least tile stone base and al I but the final laver ofptant-nnix. asphalt. The final layer " . into a single Parcel 22K) (flie 'Neighbothood Investments Property"). Unless oth,orwise noted, - , any such building that 'is proposed to be located where 14 is located on Sheet 9 ity ii quanh 1 npacts, for the stortriNvater generated both within the Prqjeet and lb� such existing of plant -aux asplialt shall be installed within one (1) year 1`61lowing the issuance of the first (ii) U.S. Route 29 Southbound - construction of a continuous "' - the respective parties arc individually and collectively referred to herein as tile "Owller�% whiell .Building pursuant to the terins of Section 3.2. SWN1 2 shall have a niore structured appearance than offisitc conditions ,is described fierein, as th;)Llgh the entire preexisting condition ol'the drainage CUtil-Wa(C ofoccupancy fibi: a buildirip I _ of residence served by thu. affected street segment. 1.2 foot wide through lane (with shoulders or guard rail as required by VD0T) startino at a pollit I �_ . - term shall include any successors in interest. The term Owricr sliall refer to the specific owner of SWM 10 (see below) and shalt be designed such that it-, shape, placement, and land forin i i area is an undQvc1oped. wooded 31te and is being dcvelopcd to thc oxistim.; off-site conditions arld that is I 000 feet north of the southernmost entrance and extcridirio SOUth to Airport Road. the Neighborhood Investirlents Property, the North Pointe Property or the Violet Hill Property . I ( � gmding) transition between tile adjacent conservation arca avid the adjacent hard edge of the the proposed oil -site conditions. In addition, biofiltQrs shall corupcisc a minirrium of thirty-three 53 Road Improvements. Owner shall &sign and construct all of the road (iii) U.1S. Route 29 Soutlibourid - constructlor-i dual left turn When a proffered condition relates to a specific property, and Vhe terin Owner shall refer to the Parking lot and buildings, The plan for SWM 2 shall he submitLed tti the ARB Nvith the first and one-third percent (33 1/3%) of th4� total rc:quircd parking lot landscaped areas willilin the irnproverncrits referenced in, Sections 5.3. 1, (a), 5�3 ). I (b) and 5,3. 1(c) below, vvilich are also shown of lanes with taper at the crossoVer. owflers QC thc respective properties collectively whenever a pro ffered. condition relates to all the ARB submission for any of' Buildings 26 through 3 1. SWM I 0 ghall be de<;igned such that its I _� "Commercial, Area" of the Project, as such Commercial Area. is delineated oil Sheet G of the oil, btwa D -I to tllc� 'Application Plan and oil Shect E, to the Application Plain entiticd "External - prop,mies subject to this zoning map application, The North Pointe Property, the Violet Hill ' shape, placement, and land form (grading) are integral with the a4iacerit cori-SCI'Vation nren. The I ,in ("Sheel (F)� Application Pl, 1'r,_,_, - - Road proverrient Plan" ("Sheet F) (collectively, the "Road frnproveinents") h T , unless suc (iv) U.�. Route 29 Souillbound! - construction- of right turn lant- , .Pro crty, and the Neighborhood Investments Property are rc-ferred to colteciivQly as the P , I plan, -for SWNI 10 shalt be ,submitted to the ARB at the titire, road plans are submitte,cl to the Road Improvements are first constructed or bonded ll -y others. The various phases of the Road Nvi th taper to Serve northemiticist enirance to SR 1515. "Ilropeyty,�! unless otherwise noted. I I � . I I I Counly and VDO,r t,,Northwest Passage- I I . � . I 1 4.3 Erosion an,d,Sedimernt Control- � . I Irnprovements are also shown for illustrative purposes on a color-cod.,ed copy of Sheet B thati,s I . I I � I � I I . I I � I 'I attached hercto as Exhibit B. Owner shall dc(licate to public use any reqUired rioll-t-of-way that it (V) U,S, Route 29 Northbound - construction of a contillUGLIS PUrSuant to Section. 33.3 of the Albernarle Courity Zoning Ordinall", 0 -wrier 111, ,DENSITIES (a) be Owner shall, to the "m,axirritun exterit practicable", provide such . novv Or hereafter Q,V�lns in fee simple. For purposes ofthis Section 53, the use of tile term "road" it internal in ' 12 foot wide ihrougll lane (wiih shoulders or guard- rail as rnay be required by VD0T) extendinor -offers th litions listed in this Aniended. and Restated Proffer Statement, I hereby voluntary pi ..e con( additional appropriate erosion and sedinient c.ontrol ineasures that excecd Stnte and Local I . as I I I . I applies to streets shall also have the sarne meaning as the vi.:ord '-street" the ' froni Proffit (Airport) Road'(Routc 649) to the Northwest Passage entrance. M I � approved by Albemarle ,which shall be appfic<i to (lie North Pointe Property if this Z,lv!A is 3�1 Total Buildout- The total number of"dWelling units within the Project shall riot — 11112111M. Lim standards. If there is a disagreement rctgard-ing whother the standard of "maxinium Albeiiiai-le County Subdivision Ordinance (Chapter 14 of the Albernarle COL.11ity Code) where . I I ' County. *rhQsc col I ie ZMik and it is agreed that: (1) tile ZMA rid -Lions a.rQ proffered as part of tl exceed eight hundred nine-ty-t Yee (893), Subject to Section _1�2� the building fbotprints and g ss h , _to .� I r -_ extent practicabk," is, satls6cd. the Vit-inia Department ofConservation and Recreation will be I L� applicable. (vi) U.S, Route 29 Northbound - construction of a ri8hf hand itselt'gives ris& to (he, need for the conditions, and (2) such conditions have a reasonable relation floor areas of commercial, office, arid otlicr uses, and thc� building footprints of hotels shall not p rovided an, opportunity toreview and advise on such question, I tum lane at the Southernmost entrance, the geolnetrics of ,,vhich �N,ijf be subject to VDOT to the rezoning requested, exceed those set forth in the L -and Use Breal(down Table on Sheet A to thc Applk;atiwi Plan 5.3 )� I Design and Phasina. All Road Improvements shall be des igned and phased as approval, ("Sh&et A")� (b) Post- Constraction Stormwater _bLtarr4i : 'T'he Owner shall, to the fo I I 0 vi" S: This Arnen&d ,:wd Restated Proffbi- Statement shall relate to the inulu-page MaXil-111-lal ement practicable, PrOvidc post-r-olistruction stormwater 3 -,'YIP -s that are, designed to (vii) U.S. Route 29 Northbound -- con-struc-tion of left turn lane applicafion plan entitled, "NOrdl P01111C C01111111.1nity", prepared by Keency &- Co,,, Architects, as 12 LimileclAdjustiawnts to the Elements of the Appticationl1an, The gross floor Mhieve an average annual sedirrient rcrnoval rate of 80?1-'�j as published by the Center for Design. TheRoad Improvements shall be shown on detailed road plans satisf'ying with taper into SR 15,15- 1 - ' revised through June I 3 :�, 2006 and attached hereto as l_',',xhibit A (the "Application Plan"), arid tile area of the building's used for commercial, office, other uses, and liotels shown on Shect A rnay Waiershed protection ill Article 64 of The Practice of' Watershed Protection (2000 edition). — ' VDOT desion standards which. shall be submitted by the Owner 6or review and, when t� Albernarle Count)! Code in effect as of the date or the Oriuinal Proffer Statement (the "County ' �_, be a4justed within a range of Lip to tell percent (10�4)), provided that the inaximurn gross floor These will include, but arc not lurtited to. bloretention, bioreterilion fifters and wei retention b,atisflictory, approved by VDOT and the County (except for 'the Road Improvements to U,S. .1 I (vili) SR 1515 Eastbound - construction and/or restriping to . Code"). The North Pointv Community shall be referred to as the "Projea" I a t- areL or each mcgory ofiusc�s shown on Sheet A is not exceeded. The �fbotptinls of Buildings 6, basirrs� Route 29, �-A,hich shall be subject only to VDOT approval) (1wreinafter, the "Approvt�d Road provide left turn lane with taper, 14 ajad '36 as shown on Sheet A call be imerchanged. Notwithstanding the terms of this Plans"). The Approved Road Plans shall shov%, the width an<i Ic.-ngth (except as specified in 1� TH'Is SECTION INTFNTIONALLY DELETED , Section 3.2 to the contrary, Building 14 shall not initi.atly execed 8,8,500 square fc:ct, provided, 4A Strearn Buffer and Restoration. Upon the cornmencetilent of the applicable i Sections 5.11(a)(1)(ii) and (%,) and Section 5.3,1(b)(I)(i)), location, type of section, and , ' (lx) Installation of a traffic signal with 8 phase timing, video howe,,-,e,r, that after m,,o years, following the issuance of the certificate of occupancy lbr 'n,ni ct nent perlod� the Owner shall. notiCy the County and providc the County -with a copy of ,in), gQornetriC,� of all lane impi ' " a -overnents as required by VDOT design standards. All of the Rea-cl detection and associated intersection iniprovements at tile intersection �vith U.S. Route 29. 11. Es,rRA,NCF CORRIDOR Building, 14, Building 14 may be a�j.usted ,within a range of up to ten percent (10%), and if application(s) to the U -S. Ariny Corps of E,rigineers and/or DE�Q forwi), strearn. disturbance. in 11,11 P�'I')vc1lic Ills sliall be constructcd in coinpliaricc, with tile Approved Road Plans, -file Road 1 Building 14 is located in the location shown on Shect B� any such expansion shall be located- to � Ir I addition, if necessary, after first looking on-siti� f6 init�gat` on opportunitk.,s available to satisfy Improvenicnis to U.S. Routt: 29 shall be based on the 'Iien-cU1TQrn VDOT design speed and t (x) Close cxi.sting crossover at U.S. Route 29 and 2.1 Cycation of a 40 -Foot Buffer along the Entrance Corridor. Within. six (6) the cast so that the additir,)nal space is located along North Pointe Boulevard. Notwithstanding the permitting process, the OwnQr shaft contact the County f6r a list of off-site opportunities ' CrQss�slope requirements. Notwithstanding the provisions of this paragraph to the contrary, in t� � , Southernmost Entrance to SR 1515, months after t acceptance by the Virginia Dcpart=nt of Transportation ("VD07) of the the terrins of this Section 12 to the colliTan,, but Slabject to dit provisions of Section 8.11 the within Albernarle County fiar such mitigation, and shall look R)r such rnitigati Oil Opportunities the event that the internal residential street designs as sli vt o Sh t D-1 -e n t a ' O'� n 11 ee at o ccepted by Road Irnprovemerits as defiqe�,� ill Section -5.3 that are along the northbOUtId. lanes of U.S. I I � County may authorize Building 21 as shown I on Sheet A to be adjusted by more than ten percent I 0, ff-site. - VDO'I, the Owner s1lia.11 submit detailed road construction plan-, for such streets to the County for (m) Proposed '�_'titrancc Road bolvveej) North Pointe Boulevard Route 29, Owner shall plant and thereafter maintatri at all nines a landscaped buffer, incladin(T k- ( I 0%). ,nid U.S. Route 29, — . (2) Noah Pointe Boulevard. Leake Road and Prorlit Road: (i) Leake Road and NoLth PointQ lloulevai:d., iTi, aQc("rJance with (he design cro�s-,sectiorfs shown on Sheet D -I, froin Proffit: Road to either North,side Drive East or. irNorthside Drive East has not vet been constructed to the roundabout at North Pointe . Boulcvayd, North Pointe Boulevard shali be extended to Northwest Passage. The Owner shall provide a fifity (50) foot public riglit-of-Nvay along Leake Roa,d and shall construct a two-lane � � Public street to be accepted by VDOT and as MUCII Of the other improvements shown on the I - eross-sections as possible %vAin the .-wailable right-of-way as reasonably determined by thc County Engincer, (H) The rotnidab011l, Or 5U61 Other 4111)YOVernetItS CtS inay be approved by VD0T and the County, in tile in-Lersection of" Lc-ak,c Road and Proflit Road shown cin Sheet B and an additional westbOUnd right turalane on Profflit Road from Leake RoAd to U.S. - Rotite 29 as shown (-)a Sheet F'. In addition, for property acquisition ihai is r,equired for the off - I � site for coristruOiort of the improvements required by this , public right-of-,vay Seel! on 5. 3. I (a)(2-) (ii), tlicOA-viicrs�,-,iil.i-oal�c�ic�ist-i(;c,iitribLL[iui:i orprovidc a lctwrof�;rcdll ina forrin approved by the County Attorney f6i such purpose in the arriount, as deemed necessary for the property acquisition by the County Attonney, provided that- such amount shall not exceed one hundi-cd fifty percent (15014)) of the County's fair mark -el value appraisal prepared for accluisition , . and condcrunation purposes. Tile cash contribution or letter of credit described in this I . I Section 5.3. I(a)(2)�ll) shall be used to pay for the total cost or the right of Way acquisition. 'rhe ,_ - total cost of tile fight of -,vay acquisition for the oft' -site property necessary to construct the � iniprovernents required by this Section 5.3. I (a)(2)(H) shall include the! inortrial costs associated with acquiring kurid, bUildifigs, structures, easernents, and other authorized iriterests by C condenination or by put -chase includling; but not limitQd to,, land acquisition, crigincering.o I sun,eying, and reasonable attorne�,,!s fees, The cash contribution or the lotcr of cm-dit shall be provided by the Owner within thirty QO) days upon. request by the County. If the property is I - acquired by purchase, the contribution for the Purchasc price shall not exceed one hundred fifty percent (150%) of tile County's fair rnafl�cl value appraisal prepared. for condemnation purposes tvithout the consent of the Owner, If the cost ofthe r16,11t of' WaN aCLILliSiti0a exceeds the amount previously contributed. ;then the Owner shall reirriburse the County all SUell, CXCeSS Costs within � - thirty (.30) days upon TOClUest by the County, The Counly stiall refund. to the Ciwn�-r all excess contributions upon completion of the land acqu isition. iii) Intentionally Clinitted ( , (iv) An additional, through latu� eastbound on Proffit Road fiom. U�S. Route 29 to th.c� roundabow Lit the Interseellon of Lea�-�� Road and Proffit Road. In addition, for propc-rty acquisLition that is required for the off-site public right-of-way for cwistrmtion of the improvements requircd by ihis Section 5,3,I(;a)(2)(lv), tile Qvvlicr shall inake a cash contributl0ri or provide a lettec of credit in a l'ofm approved by the County Attorney for such purpose in the . artiourit, as decrtied riccessilry for the property acqUI.Sition by the County Attorney, I � . provided that �muh 'lawant shall not CxceQd ont hundred 11fly perQcnt (150'11�) of the County's fair market value � I appraisal Pre -pared I'm acquisition and condemnation purposes, The cash contriblition or letter of . � I credit described in this Section 5,3,I(a)(2)(iv) shall be used to Pay for the total, cost ofthe righL oC L__ -vvay acquisition. The total cost of the right ofway acquisition for the off�sitc property necessary to consa'aict the itriprovernents required by this Section 5.11(a)(2)(W) shall include the normal -1 'ig land, buildings, SIRICtLINS, eascriients and other ;autlrorized costs associated with acquini ' I intt�-rests by cotidierrination or by purchase including, but not limited to, land. acquisition, ellpinceriniT, sllr%le�yin& and reasonable attorneys f'ces- The cash contribution or the letter of � I credit, shall be provided by the Owner within thirty (10) days, upon request by the County, If the� ' property is acClUired by purch�ase, the contribution for the purchase price shall not exceed one I hu-ndred filly percent ( I 509/'o) of thc County's fair markel value appraisat prepared for condemnation Purposes -,,%,ithout the consent of the Owner, if the cQ,!it of d.-tc, right of way acquisition exceedfs thc�. Arnount previously cantributcd, then the Owner shall reirriburst th� County all such excess colsts within thirty (330) days upon request by the County. The County shall refund to th(-, 0m,ner all. excess contributions upon completion ofthe land acquisition, Completion. of the .Phase I Road ImL � _ wovements. Within. fifteen (15" 1110niths aftei� the issuance of the first building permit for a commercial building witilin the lands subJect I to the first, uorrunercial subdivision plut or site plan within the Prqject, or prior to the issuance of , ' a certificate of accupancy 1'ar such building, whichever is carlier, all of tile Phase I Road Improvements sh,aill be accepted by VDOT for public use or bonded for VDOT'� nQecpt.an,ze if I such Road Improvements are a primary highway, or accepted by VDOT for public use or bonded to the County for VD017's acceptance if such Road ImproVernent6 are a secondary highway. (b) Phase 11 Road lawroverrients. Prior to approval ofthe first site plan 1hat. would authorize the aggregate coninierelal, office arid hotel gross floor area as shown on Sheet A within the Prtject to e.xcced two hundred ninety thousand (290,000) square feet, Owner shall obtain all associat(ed permits. and post kill associated bonds required i'or the COMSITUCtion of the- followi ng, (collectilvely, the "Phasell Road Improverneuts"), . (1) Middle Entrance oil U.S. Route 29 _(N!_��rthsjdq% �)riyq �_as�/ SR 1570): (i) U.S. R-oute 29 Sowhbound - construction of a continuous 12 tbot wide throu,gh lane (with shoulders or guard rail as may be required by VD0T) starting at a point that is 1000 feet north of the Middle Entrance and exterlding to the point where it conriectswith theportion ofthe lap.ecoiistructedptirstianttoSectioii 5.3.1.(a)�])(ii). (Ili) U�S, Route 29 Southbound - construction of dual left turn lanes with taper, (iii) U�S, ROLIte 29 Southbound - construction of a right turn lane with taper, (iv) U,S. Route 29 Northbound - construction of a right hand turn lane at the Middle Entrance, the geornetrics of7which will be subJect to VDOT approval, (v) 11J.S. Route 29 Northbound -- cQnstructioa -of left turn larle with taper, (vi) SR 1570 EastbC)Und - con%truction of or restriping of lanes to result Ili s�eparate lel't, throuut-L arid right turn movenients., . C� C (vii) F,,'ntrance road Westbound - installation ofa traffic signal . with 8 phase 1111,1111g, video detection and associated inTel'sCCtion il"provernerns on U -S, Route 29, (viii) Exjstintl�cro,ssoverat Cypress Drive-- construction to close the crassover. (ix) Frontage road from. Cypress Drive to ,SR I S70 - 1-1 consti-LICtiOn of a public street to serve properties currently acce�sing U.S. Route 29 through Cypress Drive. (2) Nortlaside Drive East between U.& Route 29 aricl North Pointe floulevoyd ns ,�llown on Slwct D-1. Completion of the Phase 11 Roaid Improvements, Withiri, fifteen (15.) Inoriths I after the issuance Of thC �FITS( building permit for a building wi-thin the lands subject to the first subdivision pkit or site plan that would autlioriz!c tile aggregate corrinicl-cial, offic.e ,and, hotel gross floor area Lis shown oil Sheet A ,�Athin the ],Pro a Ject to exceed two hundrcd nincty thousarr,� (290,000) square fi�cl, or prior to the iSSUance, of a cQdificate ofQccupancy for any building that I . causes Stich i1ross ,,, floor ,area to e'xceed two littindred ninety thousand (290,000) Kluare feet, whichever is carlier. all of tLe Phase It ,Road Improvements shall be accepted by VDO'l' f'or public usc or bonded for VD04"s acceptaricc IF such Road Improvements are a primary highway, or acccpLcd by VDOT for public use or bonded to the County For VDOT's acceptance if such Road Iniprovcnients Lire a secondary highway. I _> , As it relates to the Neioliborho(L)d InVCStMentS PrOpUt%, Pf0fl`CT _5.'.1(C) is C, - rep[aced and arnericled as set forth helm%- � � (c I ) Pba*c Ill Road Improvern[vilits, 116or to approval of a subdivision plat or .qite plan for any developirrient ofthe Neighborhood ITIvesirnents 1�roperty or any portion thei,cof, I Owner shall obtairt all associated perinits arid post all associated bands required for the c onst ruc Lion, Of the follov\,ing road improvet-nerits (collectively, the 11hase fit Road . hapTovernentz,,") to the extent any sue I h road irnpro�vertients have not already been cornpleted,- (1) N..o.rtticrninost EArtnfrice ... (opposite Lewis & Clark Drive) oil U.S. Route 29; (i) U.S� Route 29 Southbound - construction oflcA turn lane �N,ith taper. 00 NorthA),'est Passa,le from U.S. Route 29 to the south C� property line ofTax Nlap 32, Parccl 22K as shown on the AppFcation Plan. (iii) U.S� Route 29 Northbound - construction of' a right h�ind turn lane� the -conietrics of which will be sub eel to VDOT approval. � I 0 J (I v) If the traffic signal to be constructed by others is in place � prior to 0�vner coniniencin- work oil this Northerni-nost Entranev, and suc t' Z�- I includes three lep, Owncr shall add the fbUrth leo to the sional, which shall include additional C, L, Z-7 rnast arnis, sitinal heads arid ancillary equipirierit necessary to ,support Northwest. Passage's use Of thQ intersection, as dcterinifted by VD0T, If such traffic signal is not in pluce arid the L, vellicul'ar traffic gcner,ated by the PrQject causts the VDOT signal warrants to be rnet, and VD01' rc�quires thclt a traffic signal be installed as a condition of the entrance permit,, Ovvner shall. instal � I such traffic signal. (2) Within twcbve ( 12) intzmths after issuance of the building perinit R)r construction ofthe elementary �chool on (lie School Lot, arld if riot already completed, Owner vvill complete the improvements stit forth in Section 5.3,1(e)(, 1) above, Completion t) f th-el Phase Ill -Road Improvements, Within tivelve, (12) 111011ths after the OCCL,IrrenCe of the alipticable event in Section 5.3.f(c) which required the 0wricr to obtain all associated permits arid post all associated bonds i -equired for the consiructiori, ofthe Phase 1.11. Road Iniprovenients, all of' the Phase III road i tripToveme tits shall be accepted by I I i VDOT 5or pubt 'c use or borided 'Tor VDOT's acceptance 11' -such Road Improvements are a primary highway, or accepted by VD01' for 'piLibliC use or bonded to the County fior VDOT's acceptance it'such Read improvements are a secondary higot-fway, � 53.21 Upon request by the County, Owner slicall make acash contributioll-I to the Coura�y or vi)oT t,or the cost of a cable or wircless radlo system that will linL one or more of the signals bctwQcn, Lcwis kind Clark Drive arid Airporl Road; provided, how,ever, that the total cash , contribution shall not exceed ihirty-five thousand dollars (S35,000). �-ubjcct to imatters of force rna�JCLUC, if the COUnty doeS nc�t� J'equest tile funds, or does re(,,1ucst the funds bat fhe construction , I of the systern does riot begin by tile later of Decerriber 31. 2010 or three (3) years after completion ol"all ol'the Road Irriproven-lents, said funds shall be refunded to the Ohvner. � I i.3.3 Prior to the approval of-plaris far improvements at any U.S. Route �29 Intersection, Owner shall provide VDOT traffic sig gnal nctwork timing, platis that VD0T liInds acceptably , address the impacts of tile pj-t)p�)scd traffic signals for pca&l traffic periods. , � #E 53,4 Re2ional Transportation Study; Cash Contribution, J[HIS I!B.DJF�� � " ,5 �FD� Upon request by the County, Owner shall inake a cash corittribution of one � �A_Tj �_ hundred thousand doj�qr�s ($100,()00) to th�' C,ounly for the purposcs of thading a regional transportation study for th� Route 29 corridor, which HICIUdes the South Fork. andt North Forlk of I the Rivallria River arid the Hollyrnead Growth Area of which North Pointe ils a part- The contribution shall bc made within thirty (3 10) days after requested by the County arlytime after the ' � re/olling 1,5 approvQd. ft'ithe rQquest is not niade within one (1) year after the date, of approval of the first final site plan 6or the :first comiliercial building N�,:hhin the Project, thiis proffer shall become trull. ,,in([ void. If such cash contribution is not expended for the stated purpose Nvithin three (3) years frorn the date the funds were contributed to tile County, all inimpended furids �hall bQ rcfundod to the Owner, VI. OPEN SPACE AREAS AND GgREENWAY � 6.1 pedestrian Pathway�. All pedestrian pathwaNls shall be classifie!d a.s sbQwlr on -1 tile Pedestrian Tatliway KQy on Shect G and, except f'or thc pathAvays to, be co,nistructcd b . y the ' ' County� shall be shown on (lie -subdivision plat or site. plan for the underlvirio or' adJacent lands I = within the Pro ect, The pathways shall he constructed by Owner as Cla-gs A, J � - or Class B tralls as identified or, Sheet G, and in accordance with the applicable design aild construciion standards in the County�s Design Standards Nlanuid. ,Such COFISITLICii(111 sliall be in conjunction with tbi� � 1111![PrOvcnients tbr thi� subdivision plat or site plan, as the case may be, and bonded �,vith the Streets if [lie pathways are a subdi i i i � ]VISIOn ItnProverilent. or %vith a performance bond if tile pathways are a si(e plan improvement. The pathNAV,ay shown oil Sheet G.along Flat Branch north and south of Nortliside 'Drive East shall riot continue through a culvert if a culvert is tised for the strearn crossing, 'rhe pathway intended for the culvert between Park F', ;in4 Park F under Niorth i Pointe Boulevard ghalf conCorm to the applieable, staadzirds In VDOT's "Subdivision Street Guidance" arid Owner shall rnaint,i[n the. pat.h.way if it is riot accepted by VD(:Yf for � , I maintenarice. 6,2 Lake. Upon request by the County, Owner shall dedicate, to the County (lie lake sliowri on the Application Plan for public -use, provided that such lake will be available ior use bv owiler ['01 Storril-waleT mallaCN-11,0:111t ILS described in Sheet C to t an erititled 0 "Stormwater Management and Stream Conservation Plan" �"Shcet C"). Vill. THIS SECTION INTENTIONALLY DELETED V11L PUBLIC INFIZASTRUCTURF AND FACILITIES PROFFER,S' , 8.1 l3ranch Library, (a) Upon request by the County, Owner shall dM ' cate to the County the fee sirilPle interest in the land shown on Sheet 8 ,is a library,consisting of a t5,000 square foot fully () a LIr ded pad site� with utilities, to accommodate a '12,500 squar(�� foot building footprint, a five foot perimeter strip and up to , a 25,000 square foot building., together with a nonexclusive casement to tile adjacent corrinnorl are,a for ingress, egress, Construction staging and sufficient =L_ - County Code required -parking, AOTInwater detention arid water quality .facilities for flie location of a freestanding Jcfferson.-Nfadison Regional Library arid such Other Uses that are compatible . �vith the� proposed Suryoundin�, uses, as determined by the County (the "Library Lot"), Notwithstanding the ternis ol'the prior sentence to the contrary, if I lihe rcqUiTCYY10ntS for the library building I __ require a larger building footprint, the County may authorize the library building footprint to be larger than as stated in the prior sentence, �b provided, however, that the size of the area shown as "Park 14" on Sheet 3 ("Park 11") and/or tho �Jzw of' the ad acimt parking arc,a I I - i Z� iminediately norlh of the Library Lot on Sheet B (the "Library parking Lot") shall be adjusted accordingly to accommodate such larger building foolprint, The Owner shall, not be responsible lbr any utility tap fees, but ONviler shall complete construction of the Library Parking Lot and I � other parking areas serving the Library Lot. The Owner shall perillit the 'County to use the, Library Parking Lot andJor, if riot already Quiastructed, Park 14, for purposes of construction staging. Within twelve H 2) months after written notice ,from the County that it intends to begin ' Z2 construction of the library, the Owner shall make the access roads and the area of' , Nirking Lvt available with at least a four lach compacted stione base for use- as access and - construction staging, Stich street access serving the- Library Lot and the Library Parking Lot b - shall be completed and avaikible for use no later than ten (10) rrionths after issuance of the MUM %M a Y ;_�A , SCOTT R. COLUNSZ ) �_" ) Lie. No. 035791,!L�- lb 1;6 � ��Isll n&TAT. 021xh) 0 � . . .a 0 0 . . a 11 = Allk, U1 z E � a 11 "I -----7 '� 1� Owl 1� 0 A Q W 0 0- � =$ Q_ >1 C 0 � 12 -0 (1) U) Z3 (D -0 � 0 d C: z - -6 It -C LJJ (n L�J z -0 C5 C z 0 LLJ - , V, a z CL -, if ^ C __j VJ _0 ,,,O � U 0 - 0 Q) LLJ 0 - -C C 5: (1) U_ UJI C: .S 0 LL -0 a W L: 0 0 Q) t- 4,00 Z:3 :�; -0 , LJ_ 0 L 3� 0 - CJ_ (L) W � U) (D (L) � -0 0 X , Q) 0 C: (V -C ��, � 0, E _) 0 -0 _F_ C .. I 0 �i CD a z S: E :;� L,J a L'i — :z W G F_ z - C LL1 — C U) D 1. Z� � _J W _J C 0 0 0 0 � � 0 0 -, >1 _0 � r- � 0 Q) 0- rj 0 0- .S 0 q) LJ .� -0 M _�? S� 0 0 X 4-, (1) U D (D " = � � (P r_ Q) 0 � 0 LLJ 0 _J 0 F- W � �_ i- -0 I— G) �� Ili F .- LU __3 E r 0 0— U) -0 — 0 JOB NO. 0 a, C 152116 — � 0 D .C) -0 0 W aj SCALE (O > 0 . C, -0 ::3 AS SHOWN 0 '6S .r - (n 1_! - __ I ID > SHEET NO. 0- a) 0 2 0 Cn 11-- Q) (.-j -, - 3� Aa continuous informal mix of large, medium and small deciduous trees ranging from one and one- half inches (1'/2" ) to two and one half inches (2V2" ) caliper and evergreen trees ranging from four .17Wagner �. Wagner feet (4') to six feet (6') in height; rl - 9. All ofthe above -noted landscaping shall be shown on the road cans submitted for Northwest Page 2 of 6 Page 3 of 8 � p g p �'�.0 �' , � August 23, 2006 August 23, 2006 Passage" The plans shall include a complete planting schedule keyed to the plan. The plans are subject to approval of the Design Plainer; rfecr l 40 single family detached residential units in an year (including an year prior to the COUNTY OF ALBENIARLE 10. Design details of the retaining walls, including column cap design, pier design, stone finish, other ( ) g Y Y y ( g y Y p A. Open space areas not dedicated to public use shall be for the use and enjoyment of Department of Community Development materials, ete., plant size and planting configuration shall be shown on the road plans and are COUNTY OF ALBEMARLE date of approval of the first commercial building permit), the excess lots shall be credited the residents of the Project, subject to the restrictions that may be imposed by any 401 McIntire Road, Room 227 subject to approval of the Design Planner; and department of Community" development to the lots required in subsequent years. declaration recorded as part of a conveyance of these areas to a homeowner's Charlottesville, Virginia 22902-4596 11. Ifthe use, structure, or activity for which this special use permit is issued is not commenced 401 McIntire Road, Room 227 association. Open space areas dedicated to public use shall be for the use and Phone {434} 296-5832 Fax (434} 972-4012 within sixty (60) months after the permit is issued, the permit shall be deemed abandoned and the Charlottesville, Virginia 22902-4596 3. Conservation areas. The conservation areas shown on the Application Plan shall remain enjoyment of the public, including the residents of the Project, authority granted thereunder shall thereupon terminate. Phone 1434) 296-5832 Fax (434) 972-4012 undisturbed and shall be protected from development impacts to the satisfaction of the County's program authority for the Water Protection Ordinance (Chapter 17 of the March 13, 2007 common area amenities such as playgrounds, picnic areas, hardscapes, and PAR Albemarle County Cade) (the "Program Authority"); except that the pedestrian paths B. No structural improvements other than utilities, pedestrian and biking trails, and Please be advised that although the Albemarle County Board of Supervisors took action on the shown on the Application Plan may be placed in a conservation area where shown on the g �' p August 23, 2008 exercise equipment shall be established and maintained in the open space areas. project noted above, no uses on the property as approved above may lawfully begin until all Application Plan. Storm drainage outfalls and other pedestrian paths may only be placed applicable approvals have been received and conditions have been met. This includes: in conservation areas if the Program Authority finds that no other location is reasonably Valerie W. Long pp Pp 6. Aggregate set aside for open -space related areas. In no event shall the total area of Williams Mullen available and that the disturbance is necessary for such a proposed use. Donald J. Wagner open -space related areas comprised of the conservation areas (Condition 3), 321 East Main Street, Suite 400 • compliance with conditions of the SPECIAL USE PERMIT, GEMC & Riverbend, LP ) p ( ): greenway Notwithstanding e erns o is Condition to e Contrary, the Program Authority may • approval of and compliance with a 5TTE PLAN; and approve a utility main within a conservation area, even if it is not shown on the conservation areas with utilities (Condition 4 , open space Condition 5 reenwa Charlottesville, VA 22902 pP p ' PO Box 5526 (Conditions 5 and 7), and landscaped buffer areas (Conditions 5 and 8) shown on the * approval ofa ZONING COMPLIANCE CLEARANCE. Charlottesville, VA 22905 Application Plan, and the Program Authority may approve other disturbances and/or measures as may be appropriate in the Program Authority's discretion to further protect a Application Plan, be less than a total of thirty-five percent(3ow conservation area. the Project to be developed for residential uses, as shown onn o ) of the total land within Sheet G to the Application RE: SP 2006-034 North Pointe - Stream Crossing (Sign 48) In the event that the use, structure or activity for which this special use permit is issued is not commenced Plan entitled "Open Space and Green Way Plan,` dated March 6, 2006 ("Sheet G"). Tax Map 32 Parcel 22K within sixty (60) months from the date of Board approval, it shall be deemed abandoned and the permit RE: ZMA-00-009 North Pointe PD -MC (Signs #97, 98, 99) 4. Conservation areas with utilities. The conservation areas with utilities shown on the terminated. The term "commenced" means "construction of any structure necessary to the use of the ANDpermit." 7. Rivanna greenwaylaccess The Owner shall reserve for dedication to public use a Application Plan shall remain undisturbed and shall be protected from development Dear Ms. Long: SP -02-072 North Pointe Residential Uses (Signs #97, 98, 99) impacts to the satisfaction of the Program Authority, except that: greenway along the boundary of the Project and adjacent to the Rivanna River, between If you have questions or comments regarding the above -noted action, please do not hesitate to contact Tax Map 32 Parcels 20, 20a, 20al, 20a2, 2043, 22h 22k, 23, 23a, 23b, 23c, 23d, 23e, the flood plain line and a preservation area (hereinafter, the "greenway") as shown on On February 14, 2007, the Albemarle County Board of Supervisors took action on SP 2006-034, North Sberri Proctor at 296-5832, 23 f, 23g, 23h, 23j and 29i A The streets and pedestrian paths shown on the Application Plan may be placed in a Sheet G" Pointe Stream Crossing, to allow fill in the floodplain of Flat Branch Creek for a road crossing to provide conservation area with utilities where shown on the Application Pian. Other access for residential development on Tax Map 32 Parcel 22K in the Rivanna Magisterial District. This Sincerely, pedestrian paths, other streets, and sanitary sewers, storm drainage outfalls, andlor A. The Owner may grant such utility easements across the greenway as are required for special use permit was approved based on the following conditions; Dear Mr. Wagner: stream mitigation measures may only be placed in a conservation area with utilities if a forced main utility and for the proposed uses shown on the Application Plan, each P P PP g g with the prior written consent of the County. Erosion and sediment control structures the Program Authority finds that no other location is reasonably available and the 1" County and VDOT approval of the final lane configuration for the Northwest Passage over the The Board of Supervisors approved ZMA-2000-009 North Pointe on August 2, 2006. Your disturbance is necessary for such a proposed use. In any event, the construction, and measures shall be permitted within a greenway solely to address impacts from stream crossing with the inial road plans; authorized land disturbing activity within the greenway, except as otherwise requested V. Wayne izzzberg rezoning from RA Rural Area to PD -MC Planned Development Mixed Commercial was maintenance and use of the improvements shall have the minimum environmental by the Owner and approved by the Program Authority. L County and VDOT approval of final design plans and hydrologic/hydraulic computations for the Director of Planning approved in accordance with the attached proffers dated July 20, 2006. An application impact on the conservation area with utilities necessary for the improvements to be stream crossing; plan/plan of development dated June 13, 2006 was approved as part of the rezoning. Please established and maintained, and the long-term impacts shall be adequately mitigated. 3. The applicant must obtain a map revision, letter ofrevisionor letter of amendment as required refer to these documents for any future applications and requests on this property. Nothing in this condition shall be construed to obviate the requirements established B. The Owner shall dedicate to public ewe the greenway and all pathways shown through , for stream buffers under Chapter 17 of the Albemarle County Code or shall constitute land depicted on Sheet G as "Greenway"; provided; however, that the property from the Federal Emergency Management Agency (FEMA) and copy the County Engineer on all t7WC/aer owners within the Project shall have access to and over such pathways at all times correspondence; On August 2, 2006, the Albemarle County Board of Supervisors also took action on SP 2002- a waiver of such requirements, the pathways are open to the public. The greenway and pathways shall be dedicated 4. County approval ofa grading and an erosion and sediment control plan prior to the issuance ofa 072 North Pointe to allow Residential Uses on Tax Map 32 Parcels 20; 20a, 20a 1, 20a2, 20x3, grading permit for modification of the existing stream crossing; Cc: North Pointe Charlottesville, LLC 22h 22k, 23, 234 23b, 23c7 23d, 23e, 23 f, 23g, 23h, 23j and 291 in the Rivanna Magisterial B. Erosion and sediment control structures and measures shall be permitted within a either upon the request of the County, or in conjunction with the platting of the residential lots adjacent to the section of the greenway to be dedicated. If the 5, Natural Resources Manager approval ofa stream buffer mitigation plan prior to the issuance ofa CIO Great Eastern Management Co. District. This special use permit was approved based on the following conditions conservation area with utilities solely to address impacts from authorized land grading permit for modification of the existing stream crossing; P.O. Box 5526, Charlottesville, VA 22905-5526 disturbing activity within such area, unless otherwise requested by the Owner and greenway and pathways are dedicated by platting, the greenway and pathways shall 6. Provide an informal planting of mixed tree and shrub species and sizes to compensate for I, Residential mix. The dwelling units within the Project shall consist of the following three approved by the Program Authority. are set apart on the plat for public use with a notation that the greenway and pathways removed vegetation, and low -growing plants to stabilize slopes in the "proposed landscaping Virginia Land Trust; Charles Win Hurt & Shirley L Fisher Trustees types. (a) single-family detached, including carriage house units; (b) multi -family; and (c) are dedicated for public use. t the County accepts dedication of the lake referenced areas" shown on the plan submitted for ARB review entitled "Proposed En Layout with C. The Program Authority may approve other disturbances and/or measures as may in section n of the Proffer Statement for the Project (ZMA 2000-009), upon request p P h"Y Y P OI3ox 8147, Charlottesville VA 22906 other (consisting of townhouses, duplexes, attached housing, condominiums in the g Y Y pp Y be by the County, the Owner shalt dedicate to public use the access pathway east of the Landscaping North West Passage Intersection @ Route 29 North" with revision date of 12-04-06. commercial areas and any other unidentified housing types). The minimum number of appropriate in the Program Authority's discretion to further protect a conservation 7. Provide large shade trees on the north and south sides of Northwest Passage, along the sidewalk Amelia McCulley each of the three dwelling unit types shall be 205 of the 893 total permitted dwelling units. area with utilities. middle entrance and leading to Flat Branch as shown on Sheet G. and space reserved for the sidewalk, two and one half inch {2'/z") caliper minimum at planting, Tex Weaver C. Access easements to the Rivanna River shall be provided as shown on the forty feet (40') on center, for a minimum distance of four hundred feet (400') from the existing Chuck Proctor 2 Phasing of residential units. Beginning from the date of approval of the first commercial 5. Ogen space. The Owner shall restrict from development all open space areas designated as greenway: buffer areas and park areas shown on the Application Plan. Application Plan for the benefit and use by property owners within the Project. edge of pavement of Route 29 North; Sherri Proctor building permit, the owner shall record subdivision plats creating a minimum of forty (40) 8. Provide trees in the median of Northwest Passage, beginning at the point closest to Route 29 lots for single family detached residential units each year thereafter until plats have been This condition shall not apply to development parcels, conservation areas, and conservation areas with utilities shown on the Application Plan. D. The Owner shall be responsible for the costs of drafting the deeds of dedication. North that can be approved by VDOT and extending for a minimum distance of four hundred feet recorded creating lots for a minimum of two hundred (200) single family detached pp having required surveys conducted and plats prepared, and recordation costs. (400') from the existing edge of pavement of Route 29 North. The planting shall take the form of residential units. If the owner records subdivision plats creating lots for more than forty 1 Wagner Wagner Wagner Wagner Wagner Page 4 of 8 Page 5 of 8 Page 6 of 8 Page 7 of 8 Page 8 of 8 g August 23, 2006 August 23, 2008 August 23, 2006 August 23, 2006 August 23, 2006 the upgrades shall be completed for such ecce tante within one hundred ei ht property lines or within available easements. All amendments shall be subject to the Engineer will make the determination. The builder must provide evidence of the 8. Landscaped buffer between residential areas and rural areas. Before the County issues p g Y review and approval by the County Engineer. ability to maintain any retaining wall which could not be maintained without the use of Please be advised that although the Albemarle County Board of Supervisors took action a certificate of occupancy for the first dwelling unit constructed on any of the lots shown (180) days after the request by the County, adjoining property. on the project noted above, no uses on the property as approved above may lawfully on the Application Plan abutting the areas shown an the Application Plan as "Open B. Extension to Tax Map 32 Parcel 23HI. !n the event that an of the residential A. The Overlot Grading Plan shall be drawn to scale not greater than one (1) inch equals begin until all applicable approvals have been received and conditions have been met. Space Buffer (30')" along Pritchett Lane (Lots Al 6, H8-20, L"15 34 and N2-5), the Owner y t al unit lift 50 feet, with all proposed railing shown at contour intervals not renter than F. Except for the main entrance This includes: shall establish and thereafter maintain a heavily vegetated buffer in the open space buffer wiithin the Project adjacent to Tax Map 32, Parcel 23H! are developed under a site y { } P p 9 g p to the dwelling, which shall he governed by Condition 10 plan, the Owner shall design and construct extensions to Tax Ma two (2) feet interpolated and shall demonstrate to the satisfaction of the County (G), the Pian shall demonstrate that an area at least five (5) feet in width, or to the lot common areas. The buffer, where one does not already exist, shall n planted in g p 32, Parcel 23H1 by Engineer that: line if the distance is less than five (5 feet, from an compliance with applicable PROFFERS; accordance with a landscaping plan approved by the County. The landscaping plan shall way of two streets within the fifty (50) foot wide rights-of-way located as shown on the g ) y possible doorways to dwellings Application Plan and identified by the notation "R.O.W. Reserved for Future as shown on the Plan or from the edges of any grade level patios as shown on the • compliance with conditions of the SPECIAL USE PERMIT; include the following: (i) an informal mix of screening trees, loosely staggered, fifteen (15) 1. All concentrated runoff is conveyed across lots using vegetated swaies r Plan that will o e a approval of and compliance with SITE PLANS ANDIOR SUBDIVISION feet on -center, (ii) the same species of screening trees shall be clustered in groups and Dedication,' adjacent to the church property identified as Tax Map 32, Parcel 23HI y g g o a I not b served by a stairway, has grades no steeper than ten percent P (} S1C7N PLAr{S); and that fronts on Pritchett Lane. The exact location of the rights-of-way shall be fixed b underground drainage structures in a rmanner that does not result in flooding of {10 ro} perpendicular to the exterior wall approval of a ZONING COMPLIANCE CLEARANCE. alternate groups of screening trees shall be provided to create a naturalistic rural y y landscape; (iii) large and medium shade trees shall be interspersed among the screening the applicable final site plan. buildings or erosion as a result of the grading. For the purposes of this trees; (iv) dusters of ornamental trees shaft be provided in groups of 3's and 5's; and (v) requirement, flows from roof downspouts will be considered concentrated flows if G. in lieu of the foregoing provisions, the grading plan for the residential units located in ho the event that the use, structure or activity for which this special use permit is issued is not not adequately dispersed before reaching the property line. the southeastern portion of the Project as shown on the Application Plan shall be commenced and twenty-four (24) months from the date of Board approval, it shall be deemed tall shrubs shall be massed to help integrate the proposed plantings into a naturalistic 1 The streets shall be designed and constructed to applicable Virginia Department of pp rura[ landscape. The features described in i' through v) herein define a "naturalistic Transportation public street standards. The streets shall be constructed in included as part of the site devefopment plan application for the appurtenant abandoned and the permit terminated. The term "commenced" means "construction of any p { g (' conjunction with the 2. Overland relief is assured in the event that drainage structures do not function. commercial area as shown on the Application Plan structure necessary to the use of the permit." rural landscape " Approved plant species shall be obtained from the Albemarle County j applicable final site plan, or at such other time authorized by are Overland relief will be considered satisfied if buildin s desi ned to have Recommended Plants List and the buffer design shall be subject to the review and the County Engineer under such terms and conditions the County Engineer g g If you have questions or comments regarding the above noted action, please do not hesitate to determines tbi finished floors at least one (1) foot above low points for any drainage area which H Any requirement of this condition may be waived by the County Engineer by approval of the Director of the Department of Community Development- The Owner shall rmno e appropriate, including the requirement that the Owner provide includes the house. With dams and similar Impoundments, this should be submitting a waiver request with the preliminary plat. If such a request is made it contact Sherri Proctor at 296-5832. adequate surety or other guarantee that the streets will be constructed and q maintain the buffer. maintained until accepted into the state highway system, measured from the top of the dam. shall include (i) a justification for the request contained in a certified engineer's Sincerely, report;ii a vicinity (} y map showing a larger street network at a scale no smaller than 9. Extensions. Unless the dedication of public right-of-way and the construction of such 2. The streets shall be constructed as close B, The County Engineer may allow other drainage structures (e.g., riprap ditches) where one (1) inch equals six hundred (600) feet; (iii) a conceptual plan at a scale no smaller streets or accessways, as applicable, are required in conjunction with the approval ofa se to the property line between the Project it has been determined this change will not significantly impact usable yards e. than one 1 inch equals two hundred subdivision plat under Albemarle County Code § 14-409 and related sections, or their and Tax Map 32, Parcel 23HI as determined by the County Engineer to be feasible 9 Y P Y {. d , (} q (200) feet showing surveyed boundaries off the cobblestone Swale next to a driveway), where slopes are too steep for vegetated property; (iv) topography of the property at five (5) foot intervals far the property being ' successors, the following streets or accessways, as applicable, shall be constructed and without obtaining offsite construction easements. The rights-of-way shall be swaies e. steeper than 33% grades), or where the change w subdivided t ij� rights-of-way shall be reserved for dedication to public use as provided herein graded as close as possible to the Project property line. { g p 9 ), g would better mitigate and on abutting lands to a distance of five hundred (500) feet from the impacts on adjoining properties e. matches offsite drainage structure . boundary line or a lesser distance determined to be sufficient by the agent; (v) the V Wayn)71imbe rg p J gp p { 9� 9 ) Y 3. To allow the completion of street improvements u (ic dr n locations of streams, stream buffers, steep slopes, floodplains, known wetlands; ,and Director of Planning A. Extensions to Pritchett Lane. The Owner shall design and construct as emergency p provements to and beyond the Project property C. P b drainage across lots shall be storm sewers except open drainage ways may (vi) the proposed layout of streets and lots un access ways extensions to Pritchett Lane within the fifty (50) foot wide rights -of way line, temporary construction easements on the Owner's property and outside of the g Y Y p p Y t types, eyes, and location of consider rights-of-way #o be allowed if the plat restricts construction of a building within fifty f50) feet ofa as applicable. In reviewing a waiver request, the County Engineer shall consider VWCiaer located between Lots H-9 and H-10 and Lots L-16 and L-17, respectively, as shown 9 Y be dedicated shall be reserved on the applicable final site plan. proposed open drainageway. If a storm sewer is used across lots, easement widths whether the alternative proposed by the Owner satisfies the purpose of the on the Application Plan, subject to the following: The site plan also shall include a note stating that no improvements shall be must be sufficient to allow excavation with 1:1 side slopes on the trench, sufficient requirement to be waived to at least an equivalent degree. In approving a waiver", the established within the reserved area. Within ninety (90) days after request by the g Count the easements shall be room on one side of the trench to stockpile excavated materials, sufficient room on County Engineer shall find that requiring compliance with the requirement of this ranted. No improvements m 1. The emergency accessvrays shall be designed and graded to accommodate a Y. g p one encs shall be located within the opposite side of the trench to allow for movement of materials and adequate condition would not forward the �� Cc: Violet Hills Association, eta[ minimum Virginia Department of Transportation standard for a public street as the temporary construction easements until the construction of the street q purposes of the County Subdivision and Water C/o Greater Eastern Management Ca. room for a backhoe boom to swing. Fences, walls, driveways, and other uses are not Protection Ordinances or otherwise serve the public interest; and granting the waiiver r determined by the County Engineer, and constructed using pervious parking improvements onto Tax Map 32, Parcel 23HI has been completed so that the need allowed within the easements: except where a "hold harmless" clause is included in would not be detrimental to the public Post Office Box 5526, Charlottesville, VA 22904 for the temporary construction easements no longer exists. p health, safety or welfare; to the orderly pavers or other materials sufficient fa support fire and other emergency vehicles, p �' g the easement agreement. development of the Project, and to the land adjacent thereto. but that support grass or other ground cover, m conjunction with the construction of Amelia McCulley 4. Within ninety y q y y p o Tex. Weaver the streets serving Lots H-7 and L-14, respectively. y (90) days after request b the Count after Tax Ma 32, Parcel 23HI D. No surface drainage may flow across more than three (3) lots or one-half (1/2) acre, 1. The Owner may request that the Plan be amended at any time. All amendments shall Chuck Procto has been upzoned, the Owner shall dedicate to public use the streets and rights -of- whichever is greater, before being collected in a storm sewer or directed to a drainage be subject to the review and a roval b the Count Engineer r 2. The fifty (50) foot wide rights-of-way shall be dedicated to public use upon request way and offer the street for acceptance into the state highway system. g J pp Y y g way outside of the lots. Sherri Proctor 11. Sanitary sewers, All residential uses shall be served by gravity sanitary sewers: Steve Allshouse by the County, together with all necessary right-of-way or the fifty {50} foot wide 10. (}varlorf grading plan. For all subdivisions with lots less than 16,000 square feet in size however basements Sarah Baldwin rights-of-way to be geometrically connected to adjoining streets as approved by the E. Retaining walls higher than four (4) feet (measured from the top of the face to the ent.. may be served by grinder pumps. and not otherwise requiring a site plan, a lot radia Ian Overiot Gradin Plan" must Bruce Woodzell (Real Estate) County Engineer. q g p grading P {� 9 ) ground on the downhill side} shall be designed by a professorial engineer to assure be approved b the County Engineer ri pRor to th " Ye Issuance of s a building YP permit for a new gP long-term stability,walls buildin usin V a DOT st da - 9 standard or a pre 9 residernce on ang p 3- If requested by the County within ten (10} years after the first certificate of y such lot{s). The Overlot Grading Plan must satisfactorily demonstrate engineered product that includes certification are not required to provide a separate In addition, the Board approved the fallowing WAIVERS: occupancy is issued for a dwelling unit within the H or L sections shown on the compliance with all Erosion and Sediment Control requirements for drainage conveyed Application Plan, and after the property on the east side of Pritchett Lane o across, such lot s). An "A reemert in Lieu of a Plan" will be allowed for building professional engineer's certification provided the building contractor provides an pp p p y opposite { 9 g permits; affidavit that the wall was constructed consistent with the standard. Retaining wows 1. Section 21.7 minimum yard requirement waiver to allow for alternative setbacks in the respective emergency access ways has been upzoned, the Owner shall provids?d the general drainage patterns and grading matches that shown on the Overlet higher than four (4) feet in useable yards or places where the public might walk must accordance with the appiicatior Ian; and convert and upgrade the emergency access ways to the applicable Virginia Grading Plan. The Overlot Grading Plan may be revised at any time by the subdivision include a railing similar in design to what is required for elevated decks. In 2. Section 4.2 of the ZoningOrdinance related to r Department of Transportation public street standards for acceptance into the state developer or individual lot owners, provided all work can be accomplished within their critical slopes, as shown an the appiicatiorn circumstances where it is questionable whether a railing is required, the County highway system Subject to weather delays or force rnajeure, the construction of r, 4 SCOTT R. COLUNSZ Lic. No. 035791 �• IONAL1 in Z J -0 C:JOB NO. N 15211 2 U -0 O O � SCALE AS SHOWN to � s- o y SHEET NO. 0- as a 3Av v a a �s t-- � building pQrrnit f'or tlie library., provided, however, that asphalt paveracut in areas used for construction staging by the County shall not be required to be installed until thirty (30) days (or such touger reasonable time as may be necessary due to weather conditions) after the County has removed its ConStFUCtion-related niaterials and equipment, U?pon the request of the County, 1131ark 11 shall also be dedicated to public Use, but the ON.wier shall not be responsible for maintaining such park, Owner shall be responsible for nianitenance of the Library Parking Lot and other 1xirkin.- spaces serving the Library Lot and the Courity shall have no obligation to be a member of anv ownei's association. The Couritv*s request for dedication of the land for the within ti I.Jbrary Lot arid Park H shall be made hree (3) years following the later to occur of (i) issuance of the first residential building permit within the Project, (ii) 0,cyneCs completion, of the infrastructure (including but not limited to streets, water, sewer, electric, gas) required for the use of the Library Lot, or (i I ii) December 3 1, 2016 (which December 3 1, 2016 deadline may be extended by written inutual. ag :Yee-nienf of the Owner and the County). 11' a request. for such dedication is not made �,vithin three (3) years following the later ofthese� dates, this proffer will be 111,11.1 and void. (b) Green Root". In the event that the requirement,, for tlae library building requite a lar er building foot nint. arid the County elects to authorize the library building p footprint to be larger than 12,500 square IM pursuant to section S. I (a) above. and in the further L eveat that the building is developed as a condominium and the County requests the Owner Lo assuine okvnership for a portion of the larger building, Owner shall accept such ownership at a reasonable price upon which the parties may mutually agree, and shall contribute to the County, -)n a pro rata basis based on the proporti onat size of the portion ofthe tibrary building owned by 11 the Ownei, relative to the size of the library building, as a whole, the cost or designing arid constructin- such building, These costs may include, if desired by the -County, Installation of -a cyreen roof,," and any additional expenses fAs-sociated with structurally reinforcing the roof' as Flecessary to support the green rool' . 'Within ten (10) days after receipt of a request for payrnent tatiol' by the County that is accompanied by, docurtien 1 1 to support the progress, payment amount as Provided in the construction contract, the Owner shall submit such payments to the County, P in Alternatively, in the evQrit the County elects to design the library building as a Leadershi Energy and Environrriental Design. ("LEEM) building, the Owner shall contribute to the County, , rata, basis based on the pro . portional size of the portion of the [ibrary building owned by, on a pro tbe Owtier relative to the size of the library building as a �,vbole, the additional costs Of constructin the library building to obtain LFFED certification for the building. Within ten days after receipt of a request for payment by the County that is accompanied by docurrientatiori to support the progress payrnentarnourit as provided in the consti-tiction contract, the Owner shall submit such payrncni_,,-, to the Courity. The design of the green roof", or the criteria utilized to of-qain the LEED certification I e inty's diserction. as applicable., shall be in th Cot 82 Affortlable flousin . Subject to the terms and conditions of this Section 82, the Owner shall provide a mininiurn of forty (40) 'Tor -sale" residential dwelling units as affordable dwellillg units, a niinimurn of sixty-six (.66) "for -rent" residential dwelling units as affordable ( T dwelling units, and a minimurn of rour (4) Carriage House Jnits (as Carriage House Units are del -tried in, Section 8.2(d)). 'Me forty (40) "'for -sale" residential dwelling units shall be comprised of the following types of dwellinU Units: tWCIVC- (12) -from iriulti-fii-mily; twelve (I 2)� from. "other" (consisting of townhouses, duplexes, attached housing, condominit.11.11S in the conirnercial areas arid other unidentificd housing types); , arid sixteen (16) from siagle family detached, each at the the purpose deicribed herein, but shall, by January 30, 2017, or thirty (30) days after such later date, contribute five hundred thousand dollars ($500,000) cash to the Courity, to be used by the Courity for projiccis identified in the County's CIP reasonably- related to the needs of the North I oses Pointe conimunim and in sucla event the School Lot maybe used for other residential purp as approved by the County after request by Owner for an arriendment to the Application Plari. After dedication and before� the County uses the School Lot for a school or f6r park and recreational purposes, and ifrequested by the County, Owner shall niii.ritain the School Lot until, requested by the Coutity to no longer do so� subject to the Owner's right to exclusive use of the School Lot I*or park and recreational purposes, Such park a.ad recreational purposes shall be onty those uses sho%vii, on an approved final site plim or subdivision plat for the area that includes the School Lot. Upon bcing requested by the County, Owner shall cease all use and inainteriance of the School Lot and remove all improvements established by Owner that tile COL!11t.)� reQUCSt8 be removed. The County shall not be obligated tic) pay Owner for any improvements established by Owner that the County retains. 'The deed or dedication for the School Lot shall provide that if tliQ County accepts title to the School Lot aiQ then does not consmict either a park or a school within !�ventv (20) years following the date the Board of Supervisors approved. ZMA. 2013- 00007. then upon 0�xlners request. title to thie School Lot shall be transferred to Owner at no expense to Owner, 9,2 Busstov 'rurD.OffS,,.Bus Stop,kmprovemerits, and Bits Service. (a) 0�.Nrner shall constriact ten, (10) public bus stop lurnofl�s as shown on tile Application Plan, or otherwise -NNo (2) in the southernmos t residential area, four (4) in the cominercial areas and four (4) in the otheir re6dential areas, each in a location mutually acceptable. to Owner.and the County. The bus stop turnoM shall be approved with street construction plans for the Pro ectand bonded and constructed with the streets, J (b) Upon the request by thte County, 0�:,vner shall contribute the total surn of owcnty five thousand dollars ($25,000) cash Itowards the design arid Construction of the above ground bus stop ittiprovenients such as benches and shelters meeting standards established by the County at each bus stop. If the County doe.� not request the funds.. or requests the funds but does 1,10t CORSU'LiCt the bus stop improvements by the later of December 1, 2015 or three (3) years after completion of -die road network, that includes the bus stop turnoffs, then sul�lect to matters offorce majeure, the anexpended funds shall, in the discretion of the County, either be returned to Owner or applied to a project identified in the Coutity�s capital improvements program within oradjacent to the ProJect that benefits the Proicct. (c) Within thirty (30) days after the introduction of public, transportation to the PTOJect, 0%yriershall contribute ov-enty-five thousand dollars ($25,000) cash to the County to be used for operating expenses related to such service, and shall thereafter annually contribute Twenty -Five Thousand Dollars ($25,000) cash to the County to be used l'or operating expenses related to such service for a period of' nine (9) additional vears. such that the total funds c on t ributed to ttie County pursuant to this S,��ction 9.2(c) shall not exceed 'rwo Hundred Fifty Thousand Dollars ($250,600). If the introducLion of public transportation to the Project does not commence by the later of ten (10) years, afmlr the Board of Supervisors approved ZMA 2013- 00007, or seven (7) years after the date ofthe issuance of the first certi ficate of occupancy for thc first commercial building within the Proiect� this Section 9.2(c) shall becorne null and void. sate prices arid Linder the terms and conditions set forth in this Sectioii 8.2, "I'lie Owner shall corivey tile IQ�Ipon'sibilily ofconstructing the affordable units tc) the subSe(JUCIAt owincrs of' IoLs �o,,Ilhin the Property. (a) Multi-Farnilgv arid "'Other" 11"or-Sale Affordable Units. For multi-faini1v arid "other" fbr-sale affordable dwelling units within the Property, such affordable units shall be afrordable to households with incoines less than eighty percent (80%) of the area median family income (the "Affordable LJnit Qu-,ilifyirig Incorne"), such that tlle, housing Costs conbisting of principal, interest, real estate taxes and hon-teowners insurance MTO do not exceed thirty w percent. (30%) (,)f thc- Affordable Unit Quali.hing Income, provided, however, that in no event shall the setting price of ,Lich affordable units 'be less than the areater of One Hundred Ninety '17housand Four Hundred Dollars �.$190,400) or sixty-five percent (65%) of the applicable Virginia Housing Developinctit AL1th01_1tV ("WIDA") max' Imarn mortL�age t'or tirst-iinle 1101ne buyers It the beginning of the 90 -day identillication and qualification period referenced in Section 8,2(fla (b) y Detached For -Sale Affordable Units ("Modcr�itely-Priced sin'de Farrill Ijnits"). For single Family detached for -sale affordable units within the Property ("Moderately - Priced Unit,,,".). such k1oderatcly-Priced Units shall be affordablc to household� with lacOrnes less than one hundred twenty percent (t20%) of the area rnedian family income (the "'Moderately -Priced Unit Qua6dn(L� Incoinc"), such that the housing Costs corisis,ting of PITI CIO -lot ex I ceed, thirty percent (30%) of the Moderately -Priced Unit Qualifying Incorne,, provided, however, that in no event shall the selling price of Stich Moderately- Priced Units be required to he less than the greater ofTwo Hundred Thirty Eigh! "I'liousand Dollars ($238,000) or eighty Percent of the applicable V.IIDA maximum mortgage for Rrst-time honic buyers at {he beil dtining of the 90 -day identification and, qualification period referenced in Section V(0� (c) For -Rent Affordable Units. For a period Of five (5) years following the date the, cc rtirl"Ite of occupancy J.s issued by the County for each for -rent affordable unit, or until 'he units are sold as low or moderate cost units qualifying as such under either the Virginia t I-Iousing Development Authority, Farmers I-lorne Administration, or Housing and Urban first (the "Affordable Turn"), such units shall be Development, Section 8, whichever cornes lable Unit Qualifying Incorne, No for -rent rented to households with incornes tess than the Afforc affordable unit may be c-ounted inore than once towards tile 11LI1111IM' of' for -rent affordable dwelling units required by this Section 9.2. (i) Conveyance of Interest. All deeds conveying any interest in the - :_1 fc)r-rent affordable units clarina the Aftbi-dable Term shall contain language reciting that sueh unit is subject to the terms of this Section 8.2(c). In addition, all contracts perta"ining to a conveyance of any for -rent affordable unit, or any part thereof,, during the AftOrdable Term. shall contain a complete and full disclosure of the restrictions arid control,,, established by� this I Section 8.2(c). Prior to the conveyance orany interest in any for -rent affordable unit dia-ing the Affordable the then -current owner shail noti�y tbe co'unty iii, writing of the Conveyance and provide the name. address and telephone number of the potential grantee,, and state that the requirements of this Section 8.2(c)(i) have been satisfied. X ACCESSTO ADJACENT PROPERTIES 10.1 Dedication 6f Ri,,:,,ht-of-Way-Extension, to Parvel 22E. Unless the dedication of' public right-of-way and the construction of such street are required in conjunction with the approval of a subdivision plat under Albemarle County Code 14-409 and related sections, or their successors: Owner shall reserve the fifty (504 foot wide right-ofway located within the area shmvii on Sheet B arid identified as a "50' R.O.W. Reserved for Future Dedication" connecting a right- of-wayfrorn the proposed middle entrance road into North Pointe to the southern property line, of' 'Fax Map 32., Parcel 22E ("TMP 32�22E"). Prior to the issuance of a ballding pernait ror l3uilding 32, as shown on the Application Plan, Owner shalt record in the Clerk's )fflicc of the Circuit Court ol'Albernarle "ountv, a current, irrevocable deed. of dedicatio ri dedicating to public labeled "50' R,O,W, Reserved for Future Dedication." Owner use for road putposes, the acknowledges that if it is not part of a subdivision plat approved by (lie County, such off-er of dedication must be first reviewed and approved by theBoard of Supervisors and accepted by the Board, Such deed of dcdication shall include the followino conditions: (1) that 113VIP 32-22F, t;� shall. have been upzoned, and (ii) that prior to its use for road purposes. there shall have been constructed on the land so dedicated a road approved by the County and accepted bv VD0'V for public use or bonded for VDOT's acceptance. At the time of the construction of the access road servina Buildino "2, the Owner shall constnict the intCr30Cti01_1 Curb radii or the road serving 'FNIP 32-221E arid extend construction of such road for at least a iniiiii-num ofone hundred (100 feet fruni Northside Drive East, 'rhe owner shall also place at the crid of such extended road, a sign, approved by the Count),, advising and notifyinf g the public that such right-ot-way is the location of' a faturc. road -extension. - Owner sliall grant temporary construction easements as determined necessary by the County Engineer to allow f'or the road to be extended to TIMP 32- 22E, whieb construction easements shall be on Owner's property and outside of the dedicated right-ol'-way, and shail be established by the applicable site plan. No i rnprove rne tits shall bc located within the terr.iporary construction e�c-lsemcnts until construction ol'such road has been cornpleted. 10,2 Access to Tax Map 32A, Section 2, Parcel 4 Jeurrent Norfirvvoods Mobilt, Rome Park Pi-operty), Unless the dedication of public right-of-way and the Construction 01' such. street are required in coi 'unction with the approval of a subdivision plat under Albemarle County Code- § 14-409 wid related sections, oi- their successors: Ow-ner shall reserve an area in tlic location labeled "50' R,O.W, Reserved 4�or 1-uturc Dedication" at the easterii ezd of the main commercial access road from U.S. Route 29 On Sheet B ror access to Tax Map _3 )2A, Section 2, Parcel 4 ("TNNIP 3 )2A-24')� Prior to the issuance of a building permit for Building 6 or Buildings VI through V6, each as shown on the Application Plan, A.hi.cl.i.ever is earlier Owner ,;hall record in 1he Clerk's Office of the Circuit Court of Albeniarle County., a current, irrevocable deed of dedication dedicating to public use fbr road puiposcs, the area labeled 50' R.O.W. Reserve -d f6r Future Dedication," Owner acknowledges that it 11 is not part of a subdivision plat approved by the County, such of,',Fer of dedication must be first reviewed and approved by the Board of Supervisors and aucepted by the Board, Stich deed of dedication shall include the Following conditions: (i) that TIMP 32A-2-4 shall have been upzoacd- and (ii) that prior to its use for road urpose�, there shall have been p (ii) Annual Reporting. Durino the AtTordable Terni and within ainety (90) clays following the end of each calendar vcar� the then -current owner shall provide to the Albernarle, County Housing, Office a cerlified annual report ofall for -rent affordable units for the iniraediwc.l,�, precQdino Year in a l'orm and substance reasonably acceptable to the County, Z� HOUSilIR Off'ICC, SLII�'CCL to all federal, state and local housing laws, arid upon reasonable notice during the Affordable Term. the ihen-current Owner shall inike available to the County at the then -current Owt ier s premises, ifrecluested, any rQports, Capies ofrental or lease au or other data pertainin- to rental rates as the County rnay reasonably require. (d) Carriage 110-LI.Se UllitS. Carriage House Units shall meet the requirements for a sinole Earruiv dwellina as de -fined in d lie Virginia 1-inilorni 'Statewide Buildirto Code, shall L_ be OT1 the same, parcel as the pritriary dwelling Uflit to WhiCh it is accessory, and shall not be subdivided fi-om the priniary res I idence "Carriage House Units"). 'I'he subdivision restriction shall be ifICILIded On the plat creating such parcels and be incorporated into each deed conveying, tILIC W SUCII p',11-CCIS, I n ph (e) Inacli subdivisioi -0. aud site plan Ibr land within the Property which iiiclude� aff'orciable units (which, for this Section 8.2(c) shall illClUde Moderate ly- Priced Units shall. designate the lots or units, as applicable., that 'vvill, sub�iect to the terms and conditions of this proffer, incorporate al'fordable units as described herein. 'Fhe firsi such subdivision plat or site plan shall include a minimum of three (3) such afrordable units. Thereafter, arid until the tOMI M1111IDel: of affordable dwelling units proff�rcd hereunder shall have been fulfilled, the Owner shall provide a inialinum ofthrQe (3) such affordable dwelling units per year. Each final I- - subdivision plat and final site plan also shall include a runnint, total of the number and percentaoc of affordable Units previously provided and proposed to be provided by the ose It b- d subdivision plat or site plan- For purl) s ofihis Section 8,2(e), sucli units sba e Qerned to have been provided when the subsequent mvner/builder provides Nviritten notice to the County l4ousing Office or Its designee that the unit(s) wfll be avaitable for sale, as required by Section 8.2(f.) below. In the event that the Owner provides more than three (3) affordabte dwetling units in a single year, the Owner may carry over" or "bank" credits 1-.br such affordable units, AlCh that the additional affordable units which exceed the rninflnum annual requirement rnay bQ allocated toward the ininimunt nurnber of affordable units required to be provided to r any, future year� The rnaxin.Wrn nurnber of"affordablc units that may be carried over or bmiked shall not exceed twelve (12) per year. Notwithstanding the terins of this Section 8,2(Q) to the contrarv, upon the written request of the Owner, the County may aUdiorize an alternative process andilor schcdule for the provision and/Or delivery of such affordable anits upon a determination that the request is in gLneral accord vvith, the purpose and intent of'Section 8.2 and/or otherwise furthers the Toals of providirto affo-rdable housijig in the County, (I) All purchasers of the for -sale affordable units shall be approved by the Albernarle County Housing Office or its designce� The subsequent own er/b Lill der shall provide the County or its designee a period of ninety (90) days to identify and preqLltflif� a I 1 .1 n eligible purchaser Ibr the affordable unit. The ninety (90) -day period shall commence upon written. notice frorn the then -current owner/builder that the unit(s) will be available for sale. If the County or its I desi-nee does riot provide a 4.1milifled purchaser who eXeCl,lteS a contract of purchase during this ninety (90) -day pk�riocl, the then -current owner/builder sh-all have the right to sell the unit(s) C� 'Without my restriction on sales price or income of the purchaser s), provided, however, tfiat any I constructed on. the land so dedicated a road approved by the CountN and accepted by VDOT For public use or bonded for VDOT's acceptance. At the tinic of the construction, of the roundabout Sel-Virfl Building 6 mid Buildings V I through V6 the Ownershall construct the intersection curb tl tZ, radii and extend construction of the road tZ-)r a distance of at least thirty feet beyond the roundabout. J'he 0�vner shall also plao� at the cud Ot'SUch exterided road, a sign. approved bv Lhe County, advising arid notifyino the Public that such right-of-way is the location of a future � J= road wum',don, After dedication �ind before the cond itions of the dedication have been satisfied. arid ifreqUested by the County, Owner shall maintain the dedicated land until requested by, the cotintv to no lono arid J.'br Mer do so, sub Ject to the 0wrier's nght to exclusive use of the dedicated I park, recreational, and/or greenspace purposes. Upon being requested by the County, Owner shall cease all use and mainteriance or the dedicated land and remove all improvements established by Owner (if any) that the County reqtiests be reiiioved. Owner shalt grant. ternporarN construction easellients as determined necessary by the County Engineer it) allov; for ents shall be on Owner's the road to be extended to TMP 32A-2-4, which construction easena 0 - property wid outside I'the dedicated right-ofway, and shall be established by the applic-,fible site plwi� No improvements shall be located within the teiriporary construction easements until COTIStrUCtiOn Of Such road, has been completed. XL SIGNATORY I I � I Certificate. The undersigned certifies that it Is the only owner of the, Neighborhood Investments Property, which is the subject of ZMA 201-3-00014. 11.2 'riie Owner. These proffers shall run with the Property arid each reference to Owner within these proff'ers shall include within its rneaning, and shall be binding, upon, Owner's successor(8) In interest and./or the developQr(s) of the. Property oi- any portioril of the Propci (Si -nature Pages Immediately Follow) unit(s) sold without S1.1011 restriction shall nevertheless be counted toward the number of' all'ordabte units required to be provided pUrs-Liant to this terri-is of this 'SeQtion 8,2. Th.e requirQuients of this Section 8.21 shall apply only to the first sale ofeach of the affordable units. (g The County shall have the rioht, front time to time, on reasonable notice and sub�jcct to all applicable privacy laws, to inspect the records offfivner or any successors in interest for the purposes of assurin� g compliance with this proffen (h) C,alsh Proffer. TJJJ.,�L,' -PROMERMAS BEEN SAIISE110,11 Within sixty (60) clays after the Board of Supervisors approval of ZMA 2000-009, the Owner shall cause to be c ibuted three hundred thousand dollar, (S-300,000) cash to {hf�� County of Albemarle flor the ontr s Albemarle Housing Initiative Fund or such other similar fund as, may be established or 'I'lie contribution shall be to fund affordable home ownership loan authorized by the County, programs within the Project and other area's of Albemarle County, including those provided by non-prorit housing agencies SUCh as the. Piedmont Housing Alliance, FIabitat for Humanity, and the Albemarle [Tousing Improvement Program. If such Cash contribution is not expended for the s-tate�d purpose within five (5) years from the date the funds were contributed to the County, all unex -td pended fut s shat I be refunded to the OwnQr, 1X. EDUCA,nONAL AND O'THER PUBLIC FACILITIES 9,1 Etc School Site. Within two. hundred seventy (270) days following tnentat3 request by the County, Owner 4ifill dedicate to the Courity the land shown on thc Application Plan as "Elernentary School 12,S5 Acres Schematic LavOLIC, consisting of' approximately 12.85 acres (ora smaller portion of such land in the County's sole discretion) (the "School Lot"). Prior to dedication, the School. Lot shall be graded and compacted by Owner to a. minimum of 95% compaction as measured by a standard Proctor test with suitable material for building by - L, construction as certi. I a professional engiliper 03' as otherwise approved by the County Engineer to establish a ftilly graded pad site to accomi-nodate an elementary school. The recreational field it.riprovernerits shown on the Application Plan shall. be line graded and have Lop soil arid soil amendments added, and the n -tains f6r an underground irrigation systern serving thte recreational fields shall be installed. Stich improvernents shall be reasonably equivalent to those existing at the recreational Fields at Baker -Buller Elementary School, exe'lusive of atly above ground improvements. The pedeStTiM.1 pathways as shown on the perimeter of the School Lot on the Application Plan shall be reflected on the �;uhdivision plat prepared by Owner creating tile School Lot and the pathways shall be installed when the site is graded for the recreation fields. The OW'neT shall provide all utilities to the School Lot. The dedication shall include easements across Owner's land for access to arid use of Storm Water Basins 5 and 10 shown on the Apphemion Plan, together with all temporarN. construction easements to allow Stormwater Basin 10 to be redesigned arid enlarged, if necessary, to accommodate the School Lol sionniwater, The School Lot shall be used as an elementary school site, but if the CouillY determines that the I School Lot -will not be used as an. elementary school. site. it shal I be used by the County for park and recreational purposes serving both the North Pointe community arid the region, If the County does not request that the School Lot be dedicated by the later of December '31, 2016 (which December 3 1 � 2016 deadline may be extended by written mutual agreement of the Owner and the, County), or 'three (3) years after the issuance of the first residential building permit - within the Project, the Owner shall be under no ftirther obligation to dcdicatc the School Lot for This Proff�!r Statement may be signed in COLUItefParts and/or via facsimile with the sanic fult �orce and cffeei asif all sianatureswere onoinal arid on one document. Z Date: COMMON WRA L'I'll OF VIRGINIA CITY OF RICHMOND NRIGHBORH00D INVESYNIENTS - NP, LLC - _? B Y: ri -1. Slie�Ainake Willian I Its: Aclent 'Fhe undersigned Notary Public i.n. and for the jurisdiQtlou afcrcsaid. hereby certifies that Willia.in 11, Shewmake as Agent for Nei glib orhou d Inve,,imerits - NP, LLC signed thi�, foregoing 2014, ac'knomyle&Yed the same before nie in. L L ity conq)any, niyjiirisdictlonafor�-,said onbehalforsaldlUnited liabili Gi,�,,en Linder mv hand this flay of 2014. -My commission expir(�,s- rrTl SCOTT R. COLUNSZ Lic. No. 035791.1t�-.� ONAL A, A. Ul Z W < wil IM A LU _J LU LU 0 (D Li __J 0 0 C: 0 1- 0 X Q) Q) LU V) __J 10- 0 U 0 0 6 0 X (D 0 - 0 W E -3 E U 0 -U C (D (n LOT NUMBER LOT AREA LOTLOT N UrvJaERj AREA 111T iVV MBER LOT AREA LOT NUMBER LOT AREA 1 1,750 47 1,555 555 93 1,675 139 1,395 1,370 4a 151 , 91 11x70 1,400 1,380 4a 1,555 95 1,515 141 1,405 1,410 -,o 1,970 96 1,470 I 142 3,100 5 1,465 51 1,970 97 i 1,410 143 3,860 6 7 2,425 1,975 52 3,970 53 1,970 9's 99 2,2so 1,76o 144 145 -2,525 2,280 --- S 1,510 54 .1,275 14'x+ 1,395 1415 ilrl 9- 1,49f) S�i 3,210 la 1.395 147 2,035 10mao 56 2,-lW 1,395 148 2,785 11 12 1,470 1,4x5 57 2,045 58 2,040 103 104 1,885 1'395 1149 ISO 2,470 1,970 13 1,450 59 1,930 105 :::j 400: 1,151 1,9743 14 1,410 w 2j960 105 1,395 152 1,970 15 16 2,010 1,775 r'l, :56-w 62 1,900 107 10,8 1,400 1,950 153 154 1,970 3,970 17 1-375 63 1,8213 109 2,740 155 2,430 1,375 64 7,175 110 1,540 356 2,3GO 19 1,375 65 2108(: 111 1,535 157 1,6',0 20 21 1X5 1,635 66 ---1,61f5___..- 67 1,610 112 13 i 1,535 1,535 158 159 1, 650 .1,660 22 2,125 69 2,750 1.14 1,535 abli 1,150 23 1,795 u 1,890 115 '95 161 -�a,5z0 1,795 95 70 1,39S 1 1,395 m 116 117 2,830 1,980 ;62 163 2 670 --2,4 26 1,795 72 1,400 lis T970 164 2,970 27 1,795 73 2'010 119 1,970 - 165 2,275 -, 28 74 ?,085 ' li,G2 1) 1- 66 1,395 29 -30 2,{740 W5 1,535 76 1,535 121 i22 21, 595 1,750 167 168 1,395 1,395 31 1,580 77 1,5,35 123 1r535 169 1,766 32 1,630 YS 1,535 124 1,535 170 1'38,() 33 1.705 79 1,535 125 1,535 171 1,395 34 35 1,775 2,570 2,395, al 2d15 126 127 1,540 2,435 172 1131,3_95 1,395 36 1,98C 92 1,970 129 1,8757 I 1,870 37 1,41,() 83 1.970 uq 1,395 175 1,42o 38 39 4 41 L4W 1,4W 2,135 2,280 B4 __1,270 85 2,435 86 10 87 1,970 Q9 131 133 1,405 N6 1,800, r 17§ Vi L178 179 11 395 1"loo 8,885 42 16O5-- B� 1,970 1314 1,350 180 1,8i5- 43 5211 49 1.570 135 LML 181 1, 44 2,010 90 2,565 -s-1 -3,035 136 -137 1i3g6192 183 1,400 ---1,400 16 1,525 92 1,725 138 1,910 184 1,930 byp 5' SIDEWALK > (FYP.) uj TH 07N SCOTT R. COLLdNSZ Lie. No. 035791,��- lkls�,_OXAL i���04 11 GRAPHIC SCALE � IN FEET ) 1 inch = 30 ft NOTE: AS -BUILT SIGHT DISTANCE FOR THE SIGHT DISTANCE LINES CROSSING THE MEDIAN WILL BE A CONDITION OF PERMIT COMPLETION PER VDOT REQUIREMENTS. I I& pin SCALE ill = 30' mo " t Li C5 — E J CI � 6 J C _ 'L, lit. CONSTRUCTION OF THE CUTS AND FILLS, INCLULANb FILLU latNN I Y I tb 15, Litt-Ut<t r LAt_tPAtN I Ut- KUALJOtu � .., ,�-, ,� .,.,v.,, „,L� ,..,, ° � , �- .. L . ��� . � �L L � , _� BASE MATERIALS. REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE o "OF NECESSARY WITH SUITABLE MATERIAL TO THE SA 77SFAC TION OF THE ENGINEER. °` x � "� Po":' iv. A FINAL PAVEMENT DESIGN BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE J. ALL GROWTH OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE p # ` ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. ) r DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT 4• ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER �„ � � � r �w � • DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND PRIOR TO THE CONS7RUC770N OF THE SUBGRADE. _ ,, " MOISTURE TESTS AND THE PLACEMENT OFA PAVING COURSE AS SOON AS POSSIBLE. DRAINAGE P vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP INSPECTION, WITH A MINIMUM COVER OF ONE (1) FOOT. T' 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ON THE PLANS, OR WHERE FIELD CONDIT70NS INDICATE �P ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET 1N , viii, FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE • `` `' °' ' PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF 7RANSPORTAION THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE SPECIFICA77ONS UNLESS OTHERWISE NOTED ON PLANS. MAINTENANCE. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER, DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. CENERAL CONSTRUCTION NOTES FOR STREETS TPA1lTEMENi RIP C;ENERATION S .,. ,. 1, CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE BY THE COUNTY THE CONTRACTOR MUST N077FY 77 -IE DEPARTMENT OF COMMUNITY PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONS7RUC77ON, THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL 84 SINGLE FAMILY ATTACHED UNITS (CODE 230) 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE THE PROPOSED METHOD OF CORRECTION. CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES 2• SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, 7EMPLA7F AND OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 COMPACTION BEFORE BASE IS PLACED. DT: 1069 VPD (534 ENTER/ 535 EXIT) OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL M PEAK: 81 VPH (14 ENTER/ 67 EXIT) ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. MEETS REQUIRED GRADATION FOR TYPE J, 11, OR III PRIOR TO PLACING AGGREGATE M PEAK: 96 VPN (64 ENTER/ 32 EXIT) 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC BASE RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY UNE OR A NATURAL WATERCOURSE. THAT 77 -IE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLA77ON ��#��r�'x#��i D#�'�'a 4 GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH LOCAT70N AND APPROPRIATF END OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED KFLO TH 017 SCO'T'T R. COLUNS ZI Lic. No. 035791,. ' Location ADT _ HcNI' C�Lssi n t �R S�" 11r' aLLriTaTtc It _ as Basi iT a uialaatie IT � n TREATMENTS' WILL BE FIELD VERIFIED AT THE 77ME OF CONSTRUCTION. ADDIT70NAL GUARDRAIL PRIOR TO fi0 DAYS, THE PUGMILL REQUIREMENT WDLL APPLY. MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE �- - ADT OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED BASE, L.e�L'is {ISTd Clark- is rilr (i ,.,c. Future ADT) 3ti()t} tI 3tJ(iE) 5 5 1 :? g S; 't- ! :S ?: ICY! -2 t.5 2. i s X 113 9 O16 1 c8.45 fi. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION 61, 11-.1111 3 17 i� 11? 5 11<r1�1-A�.S ? ?,25 13`1 ?5 2. 13 21r 5 {t,P' I3,5 FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND BEFORE ,SURFACE TREATMENT IS APPLIED. ROADWAY SHOULDER WDTHS SHALL BE INCREASED TO SEVEN (7) FEET Girard !,, aiTA ( Ost I a tL DTII TTt j i39 {I 139?,5faS110-9.5 .? 13 v1 25 0 �,1 21A 0,6.3 Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL Aldrich Terrace 227 tl 227 ; - 5-_---9:27 �'NT-F9.5 2 2.25 BBI -25 0 2.15 21A 9 0.6 930 1.5 TO 2 SM -9.5 10.5" PAVEMENT SECTION ON ALL ROADS, «7 ASPHALT (PRIME COAT RC -250 ® 0.3 GAL./SQ. YD.). - --- - - --- - - - -- -- -__ 00 CONFORM TO VDOT CC -9(A, B OR C). Aldric.lT IerraTC,(SouthoF(ll-al-dLanL 424 - 0 424 5 5 fL44 : °SNI -9,5 2 ?.25 i3i�' 25 3 2.35 ?to -[7.t la.��5 U TO 3 BM -25 ( ) 8, BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA _ _ - ,. EXCEPT LEWIS & CLARK DRIVE(15) & TO 21 A a fi. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL Aldrich ^� __'f, 4 ta-,�:1.� 5 _ l�_<t) �,�yra.� 2 �,25 F�NI- > �2;.1y ?1:ti "5 i1',� I3,�5 CONFORM TO VDOT STANDARD PE 1. DEPARTMENT OF TRANSPORTATION SPECIFJCAT70NS. ? `-^ A GIRARD TERRACE (11,5") 7 COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WJDTT-1 AND DITCH SECTIONS, AS 9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL S7RUC7URES THAT I3iiix�Ta :tmlrlt 1t1 I lt3i_-. _ D 822 liNI-9.5 2 2.25 13IM-'2s 0 �2.15�21A 9 11.61 930 : SHOWN ON THE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY ADHERED TO. DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE Gard Way ray y_; 5 5 6,16SNI-9.5 2 2.25 13NI-25 0 �',15 21A t� O)6 9.3tt� - FF PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY _ 10 PARKING SPACE PAVEMENT SECTION & ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. UirarlfiTe-st. I tt 8l 5 S,6 SM -9.5 21 2.25 13NI-25 tl ?.15 2 1 A t1,1 <, 8" 21A SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY APPROVAL OF THESE PLANS .SHALL BE NULL AND VOID. BE LOCATED WJ77-lJN THE STREETS RIGHT OF WAY. GTaTrLI ILaLaTCA TI] is "7I) 5 5.! laA14TJ.5 2 2.2h IBM -25 tI ?.!5 ?iA 1t.T x).10 Tote: 1. Conty-actor to bore any cm:Lsting paaveritetit being utilized and Coordinate Tmitlr �'D0T Hn upgrades to georrieuie design stTaamdaTds tam ensure the above specifiscatious are met and 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR are inaccordance with tILL1'ir standards.PROPERTY NUMBERING ORDINANCE AND MANUAL. UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND 2- i roads but #,eaais and Clark tardy. shall LeT.eivr am 112" to 1 "" Imrinae andseal (,biamder) over the stone subbase for construction until final asphalt is lal aced. 'rhe stone Tag�mie�,zate an.Tl binder shall be immslTetrt�Tl tiTrsettliD� amaTcl iTTilurrs aLTri1•elTaTi 10. 7RAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE L9 T_ 0- DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED CC T2 NOTE; COMPONENTS ATF CURS RAMPS CONSIST O THE FOLLOWING HYDRAULIC CEMENT 51UEWALK (DEPTH IN WCHES. AREA IN SUUARF. YARDS) CURB WHEN REWIRED (CC -2 OR CG�3 IN LINEAR FEET) CG -i2 NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS GENERAL NOTES: DETECTABLE W49NNG SURFACE (?REA IN SOWARE YARDS) Uj 11, THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, L THE DETECTABLE WARNING, SHALL BE PROVIDED BY TRtAVCATE} DtmMES. EACH DF THE ABOVE ITEMS IS A S'EP'ARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAUP- OR AS DETERMINED BY VDOT FOR PUBLIC ROADS DETECTABLE WARNING SUFACES, PRODUCTS NOT LISTED SHALL MEET SIDEWAl RAMP 12 1 MAX A "'�� N[iTES= 12, VDOT STANDARD CD -1 OR CD -'2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE THE REQUIREMENTS aF SH SPECIAL. PROVISION FOR rG-,a D RDCrNL3LE 48°1 MAXI PERMISSIBLE covsT. m T] REtI MAY BE PLLECAST OAST IN PLACE. SPECT DIT BY COSEC I SHRILL BE SUV AITTED 76 THE STANDARDS AND _ 5' MIN. JOINT WARNING SURFACE AN SPECIAL LroEST.+',N SECTION FOR APPROVAL. I � ?�E Tf?� m 1�.1A�.is5- N.r IF I3+LS' i' ml'i', Pi.M€�"�� MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD 3. SLOPING SIDES OF CLIPS RAMP MAY BE Pi RIED aOROLITHICALLY WIN RAMP � 4WD m� IF, CAST. m�= PROFILES PEAWSSJBLE CONSTRUCTION JOINT WITH REQUIRED BAR$. 6'• ! rn 3. T04 CURB III COTTER HA+, A RPVRmS CIO 4. IF RAMP FLOOR IS PRFC-%; TOLES MUST BE PROVIDE® FOR DOWEL. 'BARS 'SLI l = L7F +,app � LESa T;Aj,T7mA�G �.. IIF LrLIR9T CIO 13, A VIDEO CAMERA INSPEC77ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE PRECASDI 0MP FLOOR. PRECAST CIOwcRLTE ALPLACE 6CLASS PLACEMENT # OF :1 m , R , , C , In DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS, THE VIDEO INSPECTION SHALL BE & REQUIRED BARS ARE. TO TE NEL. Ta X B'° PLACED tC€NfER TO CENTER ALONG TYPE � � rsT� � `�TT�° C CONDUCTED IN ACCORDANCE WI TH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND ir111 TT I A BOTH SIDES THE R +P riDOR, MID -DEPTH OF RAMP FLbcR. mamnrF�{u PERPENDICULAR 1[ lIGI11. A ..�� SEE SHEET DOMES �. FDR a4rrw Sr ZrrvH,+c CONCRETE COVER >a/a . SEE SHEET T OF a FOR oeTaLs s� p SWILL°mom COM TED PARA IFIL �E9i E t Q. 5. CURB t GORE; AND GOTTER SLOPE TRANSITIONS ADyJACENI 'TO CURIS PAWS �-- TAt+lGENT P'L N v� OF SUE11UME r}41FMISES 1MID TO THE DEPTH SOF 0! BY INCLUHE DED N PAYMENT FOR CURB / CURB AND GUTTER. 5' I� STO. CG -2 TETE PNELEHT, Uj � VDOT OR COUNTY INSPECTOR PRESENT. RT££R THEY TCm �E PROVIDED AT INTERSECTIONS WHEREVER ARE Iral.iTr��7 7. CLIPS RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED x T2:'� � 2'-O" 5'-4"" � �I 5. IS BAS �L� C�3rriiRll ki�9 iF� ! f C o O 12-1 M '"` CROSSWALK t3 ON FFQo m r CLA59FIGA'Top A- ,(�---�,jy J�-^{y j]�''j COUNTY Ntl ACCESSIBLE rYT .TE w¢FtitN THE paS iT cra' WAY Orr• k HIGHWAY FACILITY --• - DSC 5d�EE'D AS SHO IN :APPENW A ' '4.,v✓ L :3 L SJ L! V l 7 i CROSSES A CURB REG.TRDLES5 OF WHETHER SIDEWALK IS EXISTING. PROPOSED, T _ - - BACK OF CURB 12:1 48.' M - . TYPICAL PLACEMENT �' �"� R 'T'i�' �tQtD OE'a'16,`N fi1,k'1I1lAL IN Tt'C SMIGN Fw,� � 2 4R NOT,W ISTENT, JHEY MUST BE LOCATED WITHIN PEDES`f" CROSSWALKS AT INTERSECTII�N ON GS UMM STANOARDS,. s �! A5 SHOWN ON PLAN'S OR AS DIRECTED BY TmHF' ENGINEER, AND SHOLAD NOT TYPE H 20 ' 1 411: 1 1 CN O GENERAL CONSTRUCTION NOTE'S BE LdCA7Ed BEHIND zVEFIICLE IADP LINES. EXISTING ES ROVI P4dL15 FRE o o WITH BUFFER R STRIP v UNOBSTRUCTED, TABLE,, IRm AND SLIP RESISTANT T� PTF€H CO A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, F`IRLT AND Sm.IF RESOSTANT PATH CONNECTING ALL - � - ACCUSIBLE ELEMENTS OF A FACILITY THAT CNa BE APPROACHED, ENTERED y ~ 2' AiIN.. a TT, ANDk4EC BY PEDESTRIANS; - - • I I,. 1, PRIOR TO ANY CONS7RUCTION WITHIN ANY EXIS 77NG PUBLIC RIGHT-OF-WAY. INCLUDING CONIV�EC 77ON TO � RAMPS MAj` BE PLACER RN RA'171AT,. OR TANGENTIAL SECTIONS PROVIDED TiiA�f 12:;1,MA'Y' SECTION i�-A THE SELECTION OF CURB TYPE AND THE EXISTING CONFIGURATION CION TI THE: °�' -� ANY EXIS77NG ROAD A PERMIT ,SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF THANSPORTA77ON 14 CURB OPENING IS PLACED %TAN THE LIMITS OF THE CROSSWALK AND y * � LLJ UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS THAT THE 5LOPE AT THE CONIECTIQN OF TH£ CURS OPENING IS T2'T kkA.% "• G+ AND ROADWAY GNOTE RIGS PROVIDING THE DIMINSGONS AND r jai y Q SLOPES ARE AS NOTED. '� A _, • iX C1 (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE PYPICADICONCR TCI THE TSB s^,� � xc � �i� � z --� NOTES FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, n '�" °' „ " P 9. TYPICAL CONCRETE SEEWALmI T9 + THICK. WHEN THE ENiFtANGE ?2AD31C+N#hL4T SEE SHEET IO d. s ,�,,,,,,�rN. ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. ACG}MMCDATE T4F TTRN�TC RFQ ItEMei9T5 F ANnC ATED HEAVY TRs1CK �, ' "' < TRAFFIC, REFER TCT STANDAPP CG Y3, COMMERCIAL ENTRANCE -{HEAVY +" X14 - -„ : 2�JHIGHER THANm z 2. ALL MATERIALS AND CONST METHODS SHALL CONFORM TO CURRENT SPECIFICA TIONS AND TRICK TRAFFIC) 3 FSR ONCOVE CLPTH AT e z ET pF SAVE ° 10 WHEN b R'Nr,TP ARE U5S9 IN G4NJUNCTiON WITH N SHARED ITSE 17AT}i, AT :NCS .SAME AS TOP 4F CURB Z STANDARDS OF VDOT UNLESS 07HERMSE NOTED. THE MNIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. TYPE C � - - � - � z it. AA 4 � 4 LANDING ARE SHALIBE PROVIDEDED FTO TFAw �ER�AGWHEEL OAIR'' PARA11 Ei„ t11�PERREIVIiI�iJl AR PE C PARALLEAPPI ICAT!(}N[�ICULAR M � - THE BOTTOM TW CURB AC � � � Ir. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED Ta�. 51I LmTrtal MAY RE TlSiLSTRLN:Tm z INTO TWE CROSSWALK WITHOUT GOING INTO THE FRd'JELWNY: THIS V51 A �----A�^-� �+` CONSTRUCTION. EROSION OL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER LANDING AREA MAY INCLUDE THE GUTTER PAN. MNIMUM T14E SLOPE OF m2, ALL CA ENTRANCES RB STREET * TERSECT!(AR aATHE t1 SECTION Pr O p+p�E•-•24" C_C -TRUNCATED DOME ROIINPERCENTDE 4' CURF�NR��8'ECURB NGTH 5 �� j AT �,2" RGNER THAN �� SUBBASE Ai DEPTPARALLEL H IES PROVIDED'A �C WARNING 50RPAC.£ SHALL HAVE A FACTORY RADIUS OR BE, FELL � O O to U a g 0 2 4 EDGE OF PAVEMENT Ta>IS ,LAEf4, MAY mE CONCRETE M MAENTAIFED. 7' av C_T 4, ALL SLOPES' AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. M401FETm AS RECOMMENDED BY THE MANUFACTURER TO %iA7GH _ - 1 2 5 ATl,SM;E AS TOP OF CURB AT THE LTLrmim OF THE CONTRACTOR O v 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VER77CAL), WHERE REASONABLY OBTAINABLE, LESSER "BACK °F CIS@ 0 0 0 0 0 0 O rT 0 0 a D _ _ - b 6 C7 Q O 4 4 Ci {} +3 fm C1 3 3 6 0 C SLOPES OF 3.' 1 OR BETTER ARE TO BE ACHIEVED. LANDING RF � C' ° 0 ° ° �' cm �' Q 0 a 0 '� "� a � � 4 4 8 + g. 5 5 14 THIS COMBINED CPARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE VI USED WITH ADJOIMNG BUFFER STRIP. LANDINO AT BOTTOM OF TWO SLOPING SIDES fi. PA VED, RIP -RAP OR STABILIZA 77ON MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE - � � 0 0 0 Q 0 0 4 0 0. 0 0 0 0 0 8 7 14 WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET �_ o COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 1 0 0 0 v 0 0 a o p c� 0 0 7 13 15 CAN SE PROTECTED BY A LANDSCAPED SETBACK OR GONNECTio TO THE SIDEWALK �� - ` A t .T ? "" t7 'Lt >vt Sy ti f:} cG O _Cr £b 6 C? t3 6 Si S 15 15 WITH A `WARPED SURFACE. C) Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL -� NOTE: -DETECTABLE WAR MG � c�i C DriC'AJdJ°'�C£° AT 13ACK 12F CUR ��® °'-14" THE REQUIRED LENGTH OF A PARALLEL RAMP IS y� LL YY�C JJ.. VfWIf L£: Fd t.1. W3CDTH CIF RA,hmA FLL}GR .. LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. �' g � 3 -ice 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETF PIPE -CLASS Ill. SEE NG E' B D T=R ii" 7e� PAY LIMITS DETECTABLE WARNIMG TFtlJMICATEC► DOME 13ETECTABLE WIAFENlI'1G � � � m 9, ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH OSHA STANDARDS FOR THE INSTALLED ON A RADIUS DETAIL DETAILSHEET + 4 S°ECIFCAT%W CONSTRUCTION INDUSTRY .29 CFR PART 1926. RTiAT? ANDNVDOT BRIDGE TAKTDATrTs CC- 2 DETECTABLE WARNING SURFACE SPECIFICA71ON -12 DETECTABLE WARNING SURFACE N�E�N�r SF O" � � - v I;F'FE€C K:E CC' LL ° REV. 7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 105 COMBINATION CURB AND CUTTER ROAD AND BT DW- ST'ANID,AR09 SHEET 1 DF ;a REVISION DATE - IGENERAi. NOTES) i05 502 10m5 � O � 203.0: VIRGINIA DEPARTMENT OF TRANSPORTATION DATE SHE i � C Q. 03.D"3 07/1151 VIRGINIA DEPARTMENT OF TR,MiSPORT'A7TON 502 2 V ±A MYARTMENT OF YVA05FORTATKN ,--••••,•- L� ,-O., CG-�o WIDTH OF. m:G-2 CR -2,2A - -Li E T- C . s k I I � .4 e *iDTv., -OT' TENT RaNCE. ••°�•: •' •• - ° LIMITS OF PEDESTRIAN �` ��7R" tyiiN - ���{" MAX Alta HEIGHT � 3 p LIMITS OF PEOESIRIAN ! - E%FdkN1510R aOiNT-"... AC - S5 TTL7Y;ITE AL'CE55- R6Ui'F _ _' _ - � NCR $T'ttlWAI A #AD APAIR "tt t0 GENERAL M AL Ni}TEU1 :z c � 1+1�TC�' g F t Mi * CG -11 IS ki'�im FOR STRUT COVCC`OON TLE 4I✓ Sas A4 ..- SPACE AY UNPAVED SPACE. 1. THIS fTEM MAY PACCAW IBR CAST N'i PLAICE. it`3" � 3'-ij>:^ .3'-mjj" 3'r1,A," .- ^{ $ T0' CANBE S) I �I Pi AS M,+WL ROADWAY ISLE I10R'E Bm � Z � CG UNPAVE SFkmWTa ON PL.dYi6m Er R 9 E y # 2. CO# RETE.Tp B CL1m5S d4T IF CAST R Pm dCE - {. E" 3' . 5° 3 _ I - - t SFN3WN ON EFE AS A MUST BE ED IN At Ci f' x r � U �If W,51i P'� TF T. ' TRAPS TO dS BHT AFU THE E, �m .r a3 LSJ SIDE AIL OR PROPOSES m WIDTH OF ,.g -...-...N. Z" R _ �° - _.. TTCmF! . _ WINCE REQUIREmENIM. - StdEM{A! K OR S'DEYdfiLK SPACE +` F 7 F 3, (ALO FACEAVIFIC A CUIRS OF 3,00 FEETPAID 0R LESS , 2. T4NTEh1 THE ENrRA1WGE RANmI DAtTfT4mT A:�9TT7MMQOATE TT> (ALONG FADE OF cxTm SYIUL PAID FOR rA, ��I�*n*� CISH INCLUDED IN _ ..--- f C6-6 S r'iDrE T3 - ENTRANCE G'UTTTCR R.tT[MAa_ C.I1RD: 3S 3 _ . - '" 5 TURNING TS OF ,N 11CFATED HEAVY TRITPIt r:r•r� w ' IrxPA'a51DN ,TX31NT ..�,...- .� ..� �, , . - �: "� �'! � v 4...T. _ DEEPTH SIF• CLIME MAY ITE'. ALDUt'W AS MOM • r r • �---„ '^aS _ TTiRFFmC, TFE DTS O FDR 511AET!°Al.mt it DSmR6 Rdat�'+5 APd1mi ! imTiHea TTE tAITS OF THERAf?ISiCLIED L �n .-.......,.. _..._ .�..., _ _ ! A5 3" LTB" m#PP'ttlm OR �A'5ET7 A5 tIIlCH A5 rSEE NOTE 2m x M A' p rcm 7' . Z +-• RIAf LIMITS C3 E"EDES �, .�. ✓ r TP' A �wJ d NON-TRRSfEitSA13LF. 3" TEE" DBP%'Hm IN ERDER THAT 7}E 94'7'T4:Id ii p dmPTitA`PA+L Lr w ACGESS,RbUrT££SS ROUTE ! Cm HE PENt riRTmC�TIOr RE.A rs �� ( ( I I I I :�,.-�.+:.. .�.,�.� FLI]1RI II?E - ., ahT•EN' LtS'iD- IN CnIDTmI ^rH sTAATt?Ak® T`,i-.3 y J x OT TT THE DEPTH GS T4 r�" A3 SFN311iN. r 9 OR CO -7 THE CURB FACE ON THLS 5T*1DAR15 E TO 1 1 p v No MFJ+r ari PflEE 15 ATO S 9E MME 'N ^'S ` I i ( { I {{ EXPANS101. , Be wft 1'Q MATCH TTE MOUNTABLE CURB FOR. A DECREASE 01 AR ONCREAiSE IN DEPTLI, T* : ��. + 5 � � � � -1 � I � ltmRiT � FJOINT s;C �ICmN. U i PEDESTRIAN Accts ROUTE DETAILS wlTrt- o tivP FL.o LINE a WITHOUT UPAVED SPACE CT, 2 TCF >9E tiSEft C3IL ROADLmAYS MEETING L 'A SL�'Ae4E -- _ ta, •. BEE STAA�AND CO 12 FrOIr rXmFTa RAMP DEsGi TO 9E O \ 9' Ti E R RENTS 6#a CG !m AS SWN I9 m!! NOTE! W Tk I " 2'-O DR AS �E RG Y7im AY USS V rtkl Tm NS 5T 1M 9+Yttm. Q A OF THE 4OOT ILMI d MAtATAL, IAS ° ' b DR -2 GR -%A sHcmwN av rrPacrL s crrb�F y rl , �, cm ADULrXmNN1 raltr-pF-syNY IS RE4tNR£4 IF THE LIMITS S. OPTtHIAL FLOTILRE MAY RECmLW4E WAlm$Ih�, OF A w . ENTRANCE MINIM OF PEDESTRIAN ACCESS ROUTE jj�� EXTEND BEYOND EXISTING 1'-;°'• dr# TT# SE+Gti4N ON cm T,::. t#TBNta T}rAAOA�>5, .,�' •.'S' � 15._3' PCS T` SPACING) L:s'-ilta'° ati5i' SaNcitaCm P41RTM�N imF EAdT"R'ER YID T"'�TYA> F'U {G DT' iMATEtt, Q) 0 BE MINIMUM ., Cii PROPOSED °d00T RIGHT -of WA4F ;. 45" 0>.;'` 6.;, A MAX DYNAMIC DEFLECTION m 3' MAX OYNAMIC DEIFLECTION - 3" PLAN VIEW � g. EkPAEI.S101'T JOINT ABSOLUTE UNIMUM 12' I ° ° BASEENTRANCE NOTES ,� t . EDGE dF PNVFMFNT .... > , ° MA►'LP E ROADWAY SLOPE S. PLANS N& TO WATE WHEN COMTRUCTi4N O A FLOW� PEDESTRIAN ACCESS LE, FIRM ANDPROSEA ESI T ANT � RP PW.NM .LC CURVE LINE: IS REQU ED T+3 PROVIDE i oWwE AcRuZ ( j PhTH CONNECTING G STABLE, CCE AND SLIP RESISTANT R', # - ., T,, ' *, b. THE ENTRANCE. PATH L:RNNET:TImJG Au.L ACCESSIBLE ELEMENTS OFA � ,> I�GE aA� 'in HALF PLAN FACILITY THAT CAN BE APPROACHED,€maTERF0 MD, � m", c, • c, tm• °'A• -_ C9PTiQIvAt ETD LIE SLOP£ pidi�E � 7. MARLINE PAPEI�NT SIiALE BE TED TO THE � 3" TiND0.m5 Sk113BiM^a> NOTES: FihMLWE ROADWAY sx MHC . .a - ._., - - - - � � LIME tETiC EPT ANY BADE STA�17/mT➢OTN USED BY PEDESTRIANS. IREO FOR MAINLINE PAVEMENT WHICH CAN BE x __ OMITTED TN THE ENTRANCE.) N t ow n ROUTE aR iF UPCB A MINIMUM P 4. TRAVLS ,tutE 6EafdG OUARpRAi, LODATIDNS SHOWN ON PLAFIS.. ARE APPRSJXdMATE SiOPE �_. '"" -^» �-. $. RALiTM. WMIRNATtpr'1 CCaR$ jiIJTTEiT RRrbUoT)E0, A H MAX,7 CROS L 'dE, SS ONLY AND CAN ff ADJUSTED DURING CONSIRUCTICR TF AND ��~� "` � STidtl NOT i� CCLtST +R.mGTFD BEYOFirt TLE RTW LlmE + O FsPcSu�ED CN WITH A , zx CROSS SLOPE, SECTION �_R i� 0 AS OIFiECTED BY EHE:' EN(iNEFR. WHEN USED IN CONJUNCTION WITH STANDARD # EXCEP'T FOR REPLACEMENT PURPOSES. CG -3 OR CG -7', THE ORB FACE ON THIS �, ss A'sT � L � x OPTIONAL. CR -2A METHOD 'y OPTIONAL GT -2A METHOD � ,2'-LiW FDR DETAILS' OF POST ANU E OCKUUTS SEE SHIE_.T HTO. 5OL06, ii. tU C STANDAR() IS TO BE Np.rrJSTEO TO MATCHT n-_ .$C''-, USING NESTED RAL USING .AOURIDNAL 9, T}€ � AND MA:CamAA.i L:NTR:NVCE 9R+W3E CFiV'Ii3E.9 � c RAili ON BACK GF I.PL79T 20'Y�T L FOa�S UNPAVED SIDEWALK ACC PAftAT30LiC THE TaOLINTA;3LE CURB CONFIGURATION. y�i b.' 'A. SURFACE EOR DETAIL'S OF +TAIL ELEMENT RAIL SPLICE ?O`NT, Nei 61 MI i. C-OMa 0"r ENTRPiMGE 'Ir ARE LISTED IN THE ALLOWABLE ENTRANCE OWE: � LLm O i " ASSOCIATED HARDWARE SEE 'SHEET 401 501.01 ANO 501.02. T,+mPIm:E; THEW Vk i ,mw NOT 60PPr.It;AAI•F TO STREET • -m C CURATE x WHEN NESTED RAL OR ADOITK?NAt. RAIL r5 PLACED ON BACK OF POST WmtIE'CT4lNLS. �• In +^ z FCFR CR -2A THE POST S'PACIING WILL BE C.CmL"A§TRr76T lYeAT)E C� mYLTFI A P,T4RA CmLIC AVE„ -� tl • C'.. A RAIL�NFEEA FURNISHED € SHOP CURVED FOR RADII NORMAL GUTTER - .. �Y , p. d' t BETWEEN ELEMENTS 9€ FLIT 1 FE T a �. r , , ' .n �A * SEC71ON A - A ALLOWMLE ENTRANCE GRADE CHANGES Lu � a #;4 ) r USE, _k . N. I GUARDRAIL POSTS SHALL BE PELN9. PST SHALL - "-- r -y - LLa - ALL GU {} E � ^ I?> b ' N' - ' =' +� • ' A' .^' • 'A�w • A'• NOT HE SET WITM A VARIATION F MORE THAN pf,,I" PER FOOT FLARE RATES A,IS . R', as- 4'•0,+ ;i]y,, TO CCT CHANGE p', ;`a;, . �°; o '+a 'd 'b• FROM VERT'IC:AL. Yd -®LAM, BLOGKOUT5, AND POSTS SHALL 8E DESIGN INSIDE OF YOM - N'p,S 95�.' ... ® "_ : �,7'-,v.Q4a..-'-='`: - �; ' . ' -. SPEED SHY LINE SHY LINE t SET idiD ALPGNFL ZT1_xJr ALTERATION D4 FORCE„ AS PER SECTION C -C + SECTION 505 4F THE SKCIFICATIONS. SHY 6"' AGGREGATE BASE CLASS AL3 (H.E.S.0 CONIC.. ALL GR -2 AND CR -2A RaALA'.1,HALL BF MAATAINfID AT A °''FW. � LINE FLARE FLARE TYPE iSIZE 243 pw. 2,.D,, j - HEIGHT 28° MAX AS MEASURED HER LS RATE RATE .... .. � { MAX SCOPE III 5'-01' POINT OF GRACE CHA14CE I 1 � SrAP�},UeO G2R7 -stiS. 'FD 301 15-9 riI =I!'• �T+„ �:-:.�-��' • s � JOB NO. FOR CURB AND CUTTER ONLY - - .•...-....- 'fir' I Yrt x 12 X MAXIMUM INCREASE W _ s' � -- , • n ALL W-9EAM RAILS 'SHOLL BE LAPPED RV THE DIRECTION OF _ 5{m $' 26:1 � i4=B �I VEUCULAR TRAVEL FOR THE FAdISHED ROADWAY. .. - _. CL A3 '3• •�`. 'i•• s' KTEe AkOYANX ;ate -RALE T#�.E rS NOT S.? _ ,' .F, .1,°. ° ^ti' ...-. _.. Ta'p STILET COrLIECTLDNS C TE , ' N ; FOR WALK, C41?Em u+ID GUTTER SLOPE AT MINIMUM ICY INTEf3VALS -• , - ' e a. � c ry 50 &5' 2VI � I m 0 THE OPTIONAL GR -2A METHODS OF NESTING TFE RAI. Dai USE A � - BUILT C4NC4iRR£NTLY X Xc 3 S Md3TM11M QECREASE IN .SLOPE FOR FRET D -INTERVAL. ANG 13 Y T AXTMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS , a� �' STABLE ALTERNh'I'I' OF AN ADDiTiONAL RAR ON THF BACK OF THE POST FGR ST'AINDARD CR -2A SHALL BE APPROVED BY THE ENGINEER 40 5' T6'i Sri M SCALE O SECTION A -Ai � ' � � IF t,� IS I� � PRIOR TO IN50'ALLATON. �a i3 -i T.1 SECTION C`G � C 5= L; ID A I E DSEMI'RIGI bSYSTTEEM& AS SHOWN � � SECTION O- FOR e ER _ -. - ... - - - _ - .- \'Iyt' T' STANDARD ENTRANCE CUTTER SPECIFICATION REF€R£NCE SPECIFICATION °ERENCIE : �^aT j�� j TA'-9FTW�RL CURB �^ X �Jl ti X A COPY OF THE ORiCINAL. SEAT. ED AND 'SICNED� DRAWING IS ON FILE IN THE CENTRAL OFFICE,. SPEQTFICATIQN SPESW"�lV7TQT'i RFFERFNrF a IIIb '' TF4F_ATMDff- SHEET No. O > c POAU ,AND WEIGE ST.AN©AFA)S €.� RW ANO IROGE .STANDARDS ROAD AND BRIDGE STANDARDS { } [�(} p {� [ j^yj j �) j j r �y j ( STANDARD BLOCKED -OUT Y4r -BEAM GUARDRAIL _ CONW,+'nON STREET � O SHEET 1 Of t R£VISION?AEE 50 ITEAtr'ASN DATE sw'F t or m SHEET i 4]F 2 ��ENi51C3N PATE (STRONGAR INI�ST SYSTEMS 221 'mm2 � REM 8/07 � n + 0711 03P15 VIR61NiA CHEPARCMENr 6F TITATdSPflF'TA1`mDm'L _ IiEPAA3rIFENT OF TTtAxma`YipraTATIr]N S#lBA14 VIRCIN+A f7EPaRTMENT Of" 1'9'T#hi:.f'JiT7'AYION 16�eI'ITRM4M srb5 VFtGRILit rIEPART49ENT" OF STATION 3#33.04 s � 243a.D'm 501.CT9� Rivanna Water & Sewer Authority (RWSA) General dater & Sanitary Sewer Notes All materials and methods of construction shall comply with the latest version of the General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on January 15, 1998, except as modified below. 1. All construction materials and methods of construction must be approved by RWSA prior to the start of work. A preconstruction conference with RWSA is required prior to the start of work. 2. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 3. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to the start of construction. 4. All work is subject to inspection by RWSA staff, No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or RWSA holidays without special written permission from RWSA. 5. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure tested before a connection is made to the system. 6. The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate, The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 7, Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading or filling shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 8. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey may be required. For blasting within 100 feet of any operative RWSA sewer lines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may also require certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 9. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the spring line of the existing pipe. 10. New water main installations shall be tested, chlorinated, flushed and water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to prevent any contamination of the public water system. 11. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service, 12. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. 13. Trees are not permitted in the RWSA easement, 3-1 _ -5- PAWAV IN ArARAMl! SPJC" ONLY AVT IV JrAm 69' R/W J 3.00' © Ili LU fl 3.00' — uu—r LEWIS AND CLARK DRIVE (69' R/W) PUBLIC ROAD DESIGN SPEED=30 MPH POSTED SPEED=30 MPH SM-9.5 SURFACE COURSE 11111111111l1111l111l1111t1111111l11111111 INTERMEDIATE COURSE OR 8" COMPACTED -i rY1!�i Iii{ •'�i�`♦� . ;!;i��\1, BASE COURSE, VDOT #21A OR #2113 DEPENDING ON WIN TIMATE TRAFFIC LIMITS _R UL 4 11,001 - COMPACTED SUBGRADE ASPHALT PAVING ROAD] NO SCALE NEW FINISHED GRADE ,----EXISTING GRADE EET EE UD -4 �1 - (TYP BOTH SIDES) 6" VDOT No. 21A AGGREGATE STONE -COMPACTED PROVIDE GEOTEXTILE FABRIC IN AREAS REQUIRING STABILIZATION AS DETERMINED BY THE GEOTECHNICAL ENGINEER. COMPACTED SUBGRADE (95%) NOTE: ANY ROCK ENCOUNTERED WITHIN THE (FIRST 0.5' SHALL BE REMOVED AND DISPOSED OF. REPLACE ROCK WITH VDOT No. 21A STONE AND PROVIDE 95% COMPACTION. GRAVEL PAVEMENT — SECTION NOT TO SCALE NOTE: USE GRAVEL PAVEMENT SECTION FOR SWM FACILITY ACCESS ROAD FMNMMA fl TOP OF CONCRETE MIN, WALL 42„ SITE GRADE RAIL A. �a SITE WALL a KALL RAIL F.4AF7.1 SIM! DE -7 NOT TO SCALE I IIA?s Lr1E,}r""tt 4w 3.,'�4i§tj rL 1.r" 'R4#;'�S CX Or' i.3r ,-1': iU r r py.. i ,r. a rC 1 BUIT 3 r V �'9Pf �r �G ;����('1�� ,� �t_.� !r�-t.9�7�� 1� C����r�12 ,moi � 1,� �_ �� s�� � �.9��ar;4��_,r �-.. T L0`A-PERJAEABILITr' SOIL 4' MIN. BACK OF WALL TO FACE OF WALL FILTER FABRIC UPPER WALL JJC URAL 7- y � � i ��;��, �•y.t" ISL Aq I a� LOWER WALL y -� TYPICAL e � — .._. �-.. ._.. _- L,. _.. __.. GRADE [Z-7 FINISHED l.j. {{ ar DIA:. ID R.A. I I TILE r, 2'-0"' - T . -� H I WALL PLANTING DETAIL (5' MIN.) `f'" CONC. 4" 21-A STONE BASE CONCRETE .SIDEWALK NO SCALE i FINISHED GRADE I M —12)1— j REFLECTIVE ALUMINUM (Lic-,, �.�'� RESERVEL7 LEGEND AND BORDER - GREEN j PARKING WHITE SYMBOL ON BLUE •BACKGROUND BACKGROUND - `,WHITE COILINS'MTYPICAL AT ALL HANDICAP SPACES 035791,2}THIS SIGN TYPICAL AT ALL "VAN 4VAN ACCESSIBLE" PARKING SPACES ACCESSIBLEL Y, PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST ocn �o 0 ,_,_, 0D m CY LIJ o VDOT A3 GENERAL CONCRETE 0 o TOPSOIL AND SEED Z J 0 � cLnn m Ln C-4 UJ / /j ✓ i� r Oft MIN. U1 BEVIE HANDICAP PARKING SIGN DETAIL NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES EXTEND GEOSYNTIIETIC REINFORCEMENT TO WITHIN 2 INCHES OF THE LOWER BLOCK FACE AnchorTM Diamond X INFORCEMENT CONNECTION WX )(NOT TO SCALE) �•� �' � " �'� REINFORCEMENT LENGTH - . I GEOSYNTIIETIC REINFORCEMENT 4" DRAIN TILE (ELEVATION VARIES) 6"MINIMUM COMPACTED GRANULAR LEVELING PAD Wos = WIDTH OF OVERSIZING De = DEPTH OF EXCAVATION L = LENGTH OF GEOSYNTHETIC REINFORCEMENT WQs=(2 •Ie)+L+G^ W08 Anchofm Diamond 1:1 EXCAVATION OVERSIZING WX(SCALE: 318"=V -i)"} m-annwceoawxcr srsi�as,n c I a AnchorTM Diamond' TYPICAL BASE PREPARATION WX )(NOT TO SCALE) DIAMOND PRO (TAN) SEGMENTED WALL DETAIL NO SCALE in Z co C _ 0) �--1 04 0 LU LU LIJ h 0 v cu �z � < - A_ - _J _J �, w _LL U LL UJ F— Q o UJ W ° c ec LU � v L Q I f a L � o W U0Z .c ID 0 c ID LU0 DO a.3 CLLI o Z � w� 11.E z �� �5 LLJU Z L JLU � J 0 0 O I�e� C ) UJ> U > O \ L O 1-�-i �o > Sl C CD X U U N i ce- C UJ a _,_�J� to U-1 LU �LU E_ 0. JOB NO.73 15211 a9 SCALE o AS SHOWN a SHEET NO. a 0 12 0 a Z c I ;; w a w Z a Z •�' w " U Z � J V: J � Q Q